iransaze.com :: مشاهده موضوع - دانلود نرم افزارهای تخصصی مهندسی زلزله
پرسشهای متداول
پرسشهای متداول
جستجو
جستجو
لیست اعضا
لیست اعضا
گروههای کاربران
گروههای کاربران
مدیران سایت
مدیران سایت
درجات
درجات
مشخصات فردی
مشخصات فردی
ورود
ورود
پیامهای خصوصی
پیامهای خصوصی
فهرست iransaze.com » دانلود نرم افزارهای تخصصی

ارسال موضوع جدید   پاسخ دادن به این موضوع   تشکر کردن از تاپیک   Printer-friendly version
دانلود نرم افزارهای تخصصی مهندسی زلزله رفتن به صفحه قبلی  1, 2, 3, 4  بعدی
مشاهده موضوع قبلی :: مشاهده موضوع بعدی  
نویسنده پیام
admin
مدیر کل سایت
مدیر کل سایت


عضو شده در: 7 مهر 1385
پست: 34538

تشکر: 3022
تشکر شده 16458 بار در 7874 پست

محل سکونت: همدان iran.gif


امتیاز: 195327
[وضعيت كاربر:آفلاین]

پست تاریخ: سه‌شنبه 29 شهریور 1390 - 02:30    عنوان:   پاسخگویی به این موضوع بهمراه نقل قول

EZ-FRISK 7.60 Build 001 [Information]
http://forum.civilea.com/Thread-ez-frisk-7-60-build-001
Size: 59.3 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

What's New in Version 7.60

EZ-FRISK Version 7.60 contains new capabilities, minor enhancements, and bug fixes.

New Features

The major new feature in this release is the Expression Evaluator attenuation equation form. This new form allows users to specify a completely novel attenuation equation formula, as well as specify equation coefficient headings, equation parameters, required site parameters. This form can access all of the rupture metrics provided by EZ-FRISK, such as Joyner-Boore distance, closest distance to rupture, depth at closest distance to rupture, etc. The formula is expressed as a code snippet, in a expression language with similarities to Java or MatLab. Please refer to the Expression Evaluator Attenuation Equation Editor and the Expression Evaluator equation form.

We have had a number of users request a simple table that summarizes the sources used in an analysis, to be included in reports to reviewing agencies. To meet this need, we've added a seismic source summary table to the echo report. This table provides the source, region, closest distance, an estimate of the deterministic magnitude, the fault mechanism, dip angle and direction, and indication of where the site lies relative to the source.

A frequent mistake users make with the USGS 2008 Nation Seismic Hazard Map model is to apply the NGA attenuation equations to deep slab sources such as a California Deep Gridded source, for which they are not appropriate. Previously, this did not cause any validation problems, because these attenuation equations were defined as being applicable to "All Sources", where in fact they are not applicable to subduction zone sources. To better describe the applicability of many attenuation equations, a "Crustal" pseudo-fault mechanism has been added to EZ-FRISK. Many of the existing standard attenuation equations for shallow, crustal earthquakes have been modified to use this mechanism, instead of the "All Sources" psuedo-fault mechanism. With this change, it is is now an error to use these attenuation equations with subduction zone sources. In coordination with this change, a new version of the USGS 2008 model is being released. Along with other changes, the new model changes the fault mechanism for the Charleston seismic zone from the "Area" pseudo-mechanism, to the "Crustal" so that it is compatible with the changes in the standard attenuation equation database.

When you open up a new seismic hazard analysis, you are now presented with a dialog box that allows you to choose the template for your new analysis. The available templates are determined by the seismic models you have installed on your computer. We anticipate updating all of our regional seismic models to provide templates that are good starting points for regional analyses.

Enhancements

The seismic hazard map now shows the surface projection of fault sources, along with the fault trace. This helps clarify whether a particular source is dipping towards or away from a particular site. Please note, currently the surface projection is calculated using the Zeng method for modeling the rupture surface, although, at present EZ-FRISK uses the Toro method of modeling the rupture surface in its calculations. For reverse and normal faults whose traces are significantly curved, there can be a significant difference in the shape of the rupture surface predicted by these two methods.

The calculation of the conditional mean spectrum was implemented in EZ-FRISK version 7.52. With the initial implementation, the mean epsilon over the various attenuation equations that were used with a source was used in calculating the CMS for a particular source. Even with a single attenuation equation, the use of a mean epsilon value does not result in the CMS passing exactly through target amplitude at the target spectral period. Consequently, the CMS had to be normalized to target amplitude. Now, instead of using the mean epsilon from deaggregation to calculate the CMS, the value of epsilon is calculated for the target amplitude at the target period for a particular attenuation equation. With this approach, there is no need to normalize the CMS, so that capability has been removed.

In the journal article "Modifications to Existing Ground Motion Prediction Equations in Light of New Data" to be published in the Issue 101:3 of the BSSA, Gail M. Atkinson and David M. Boore provide modifications to several of their attenuation equations. We have implemented the small magnitude modification for NGA equation, and the magnitude dependent stress drop for the ENA equation. Our implementation is based on pre-prints of the journal article retrieved from the Authors' web site.

The Abrahamson-Silva NGA equations now include all of the changes recommended in the August 1, 2009 Errata for "Summary of the Abrahamson and Silva NGA ground-motion relations" by Abrahamson, N.A. and W. J. Silva (2008), obtained from the author's web site.

The identify feature for soil condition maps is now implemented. This allows users to query the soil map for specific values of Vs30.

A log message is now written for the Vs30 value used in calculating hazard, when overriding the site paramter Vs30 value from soil map. Previously, when running a single site analysis, it was not possible for the user to determine the actual Vs30 value used in the hazard calculation, since the value reported in the echo file is not used.

The program now remembers whether you want to run with windows maximized or with overlapping windows. Previously, the program would always start up using overlapping windows and would use overlapping window whenever a new window was opened after all previous windows were closed.

Validation failure messages for mismatch between source's fault mechanism and attenuation equation now identifies the source that is a problem. This makes the messages much more helpful in diagnosing the problem.

Validation is now on intensity type plus fault mechanism. Previously, the validation was performed separately on intensity type and fault mechanism. If an equation supported different fault mechanism for different intensity types, a seismic hazard analysis could pass validation, but still fail at run time. This situation is now identified at validation rather than at run time.

Exceedance tables intensity type, amplitude units, and fault mechanisms can now be edited. Please note: it is still not possible to edit data though. This release improves loading data from external files into the exceedance table, so that it occurs once during analysis, rather than for each seismic source.

Bug Fixes

1. Under some circumstances, while performing spectral matching, an endless cascade of command prompt windows would be displayed on the users computer screen. This would effectively lock up the user's computer, sometimes requiring the computer to unplug the computer to recover. This was caused by executing an obsolete FORTRAN pause statement in a Windows program with no command console. All pause statements have now been converted to error returns.

2. This release removes the ability to specify the time window of an accelerogram to be used for matching. It has been found that current version of RspMatch does not properly handle this functionality when circumstances lead to dynamic padding of the accelerogram. In the future, we expect to reintroduce this feature, with the ability to specify the window for each particular input accelerogram.

3. This release converts part of the spectral matching algorithm to quad precision. Prior to this change, the algorithm would sometimes calculate values that were to big to be stored in double precision complex variables, a previously unrecognized issue with the improved tapered cosine method. The developer of the improved tapered cosine method asserts that by using quad precision complex numbers, this problem should not occur provided that the maximum frequency for spectral matching is no greater than 200 Hz, which is a reasonable upper limit of engineering interest.

4. In previous versions of EZ-FRISK, under some difficult to predict circumstances, the dynamic list of views displayed under the Windows menu would be incomplete. The cause of this problem was a flawed implementation of this feature by Microsoft, which they are apparently never going to address. To resolve this problem, the Microsoft implementation has been disabled, and the feature has been reimplemented with application-level custom code.

5. In previous versions of EZ-FRISK, if a user attempted to remove several attenuation equations from an analysis using the Select Attenuation Equation dialog, only the first equation would be removed. This problem has been resolved.

6. This release resolves a file sharing problem that prevented exceedance table attenuation equation from being used with multithreading.

EZ-FRISK 7.60 Build 001 - INSTALL ONLY
Size: 55.7 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

Hi friends,

This is the installation of EZ-FRISK 7.60 Build 001. Hopefully Mr.Benny can create the medicine for this program.

http://www.mediafire.com/?4xa4plrh78xnk2r
http://hotfile.com/dl/127117156/5921d02/EZ-FRISK_v7.60.0.1.rar.html

_________________
مرجع کاربردی طراحی سازه های بتنی با نرم افزار ETABS 2013 و SAFE ورژن 12 : http://iransaze.com/ftopicp-295228.html#295228

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email مشاهده وب سایت این کاربر شناسه عضویت در Yahoo Messenger
admin
مدیر کل سایت
مدیر کل سایت


عضو شده در: 7 مهر 1385
پست: 34538

تشکر: 3022
تشکر شده 16458 بار در 7874 پست

محل سکونت: همدان iran.gif


امتیاز: 195327
[وضعيت كاربر:آفلاین]

پست تاریخ: سه‌شنبه 29 شهریور 1390 - 20:15    عنوان:   پاسخگویی به این موضوع بهمراه نقل قول

ARTeMIS Extractor and Testor Pro 2010 (30 days trial)
http://forum.civilea.com/Thread-artemis-extractor-and
Size: 143 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

ARTeMIS Extractor - Operational Modal Analysis

As the state-of-the-art software platform, used as the reference in Operational Modal Analysis for more than 10 years, ARTeMIS Extractor is still the most powerful and versatile tool for Operational Modal Analysis on the market today. Its ability to produce validated modal parameter estimates, based on parallel analysis of up to seven different analysis techniques, makes it the natural choice in mission critical applications.

Major Benefits

•In-situ testing of a structure – True boundaries
•Natural environment – True excitation forces even in the presence of deterministic signals (harmonics).
•Test during normal service state – No interruption needed - increased productivity.
•Use operational forces - No artificial excitation needed.
•Modal parameter results describes the true service state of the structure.
•Can be used on extremely small or large structures – size does not matter.
•Scalable software – Unlimited amount of sensors and data points.
•Handles multiple test setups (rowing sensors) and multiple reference points for increased mode shape accuracy.
•Fast and automatic results – Saves time.
•User friendly – Have your first modal parameters estimated in a matter of minutes.
•Versatile – If you can measure the vibration – ARTeMIS will always give you the answer.
•Open - Major data input file formats supported.
•Outstanding results – Validated output based on several parallel modal analysis – Accuracy.
•Results can directly be used by e.g. FE updating software solutions.

Key Features

•Operating Deflection Shapes
•Frequency Domain Operational Modal Analysis
•Time Domain Operational Modal Analysis
•Modal Validation

ARTeMIS Testor - Operational Modal Analysis

The ARTeMIS Testor is the natural support tool for any person doing Operational Modal Analysis. No matter if you are using the ARTeMIS Extractor for modal analysis or any other software, the ARTeMIS Testor is the natural choice that provides you with the possibilities that you need.

If you need a user friendly, powerful test management package to handle your test data in a simple, but very effective and flawless, the ARTeMIS Testor is the right solution and the right choice.

Key Features

•Geometry Generator

The operational modal analysis made with ARTeMIS is geometry driven. Measurements channels in use has to be linked to a geometry node, and mode shapes and operating deflection shapes need a realistic test geometry for proper animation.

The Geometry Generator is designed to help you produce a realistic test geometry in a simple manner. Draw it from scratch or import an existing geometry using e.g. Universal File Format. The drawing is object orientated enabling design of complex structures using more basic sub-elements, each with its own grid plane and coordinate system. Drawing options are: points, lines and triangular surfaces. Elements can be drawn using the mouse or by entering information in tables using the keyboard or copy/paste operations.

•Data Organizer

ARTeMIS is an open platform supporting many data file formats for input of the measured time series. If the file format includes DOF information about the sensor positions and directions, this will be used. If no DOF information is available use the drag and drop features of the data organizer for easy DOF assignment.

The data organizer is capable of administrating multiple test setups where the sensors are moved over the structure from measurement to measurement, keeping a few sensors in fixed positions as references. If multiple test setups are used the data organizer automatically identify the reference sensors. The data organizer also administrate if you have multiple measurements made with the same position of sensors. You can at any time select which of the measurements that should be used for further analysis.

http://www.filesonic.com/file/1607873924/setupa.rar
Includes Extractor 5.3 Build 2011.04.28 and Testor 5.2 Build 2011.04.28
Demo
password:
ForCivilEA

_________________
مرجع کاربردی طراحی سازه های بتنی با نرم افزار ETABS 2013 و SAFE ورژن 12 : http://iransaze.com/ftopicp-295228.html#295228

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email مشاهده وب سایت این کاربر شناسه عضویت در Yahoo Messenger
admin
مدیر کل سایت
مدیر کل سایت


عضو شده در: 7 مهر 1385
پست: 34538

تشکر: 3022
تشکر شده 16458 بار در 7874 پست

محل سکونت: همدان iran.gif


امتیاز: 195327
[وضعيت كاربر:آفلاین]

پست تاریخ: سه‌شنبه 29 شهریور 1390 - 21:12    عنوان:   پاسخگویی به این موضوع بهمراه نقل قول

ZMAP for earthquake catalog analysis
http://forum.civilea.com/Thread-zmap-for-earthquake-catalog
ZMAP
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

ZMAP

Earthquake catalogs are probably the most fundamental products of seismology and remain arguably the most useful for tectonic studies. Modern seismograph networks can locate up to 100,000 earthquakes annually, providing a continuous and sometime overwhelming stream of data.

ZMAP is a set of tools driven by a graphical user interface (GUI), designed to help seismologists analyze catalog data. You need the commercial software MATLAB to run ZMAP. ZMAP is primarily a research tool suited to the evaluation of catalog quality and to addressing specific hypotheses; however, it can also be useful in routine network operations. Roughly 150 scientists worldwide have used the software at least occasionally. About 50 peer-reviewed publications have made use of ZMAP. NOte, however, that we are not able to systematically mainatin and update ZMAP.

ZMAP was presented in an overview article in SRL. There is also a Cookbook available as a PDF document.

We have tried hard to make ZMAP as versatile, user-friendly, and accurate as possible. Nevertheless, some bugs remain and others have undoubtedly been introduced, and some features will remain cryptic to many users. If you have questions, suggestions or bug to report, feel free to send me an e-mail.
Using ZMAP with different MATLAB versions (6.1, 6.5, 7)

Basic ZMAP functions usually work on all MATLAB versions. However, since we are now mainly working with MATLAB 6.5 and MATLAB 7, problems may arise with earlier versions. Note that we are upgrading to MATLAB 7, thus some functions might not exist if you are using an earlier version.
Obtain ZMAP

To access zmap, please use this link


بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

http://mercalli.ethz.ch/~eberhard/zmap.zip
MapSeis

Size: 253 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

mapSEIS (D. Eberhard): Perform various catalog analyses, including magnitude of completeness, b-values, and aftershock sequences. MapSeis is intended to succeed ZMAP; it is object-oriented and supports parallel computing. (GUI, MATLAB)

Runs under matlab 2008a or higher
http://www.corssa.org/software
http://mercalli.ethz.ch/~eberhard/MapSeis_Releases/MapSeis_current_beta.zip

_________________
مرجع کاربردی طراحی سازه های بتنی با نرم افزار ETABS 2013 و SAFE ورژن 12 : http://iransaze.com/ftopicp-295228.html#295228

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email مشاهده وب سایت این کاربر شناسه عضویت در Yahoo Messenger
تشکر توسط: isana
admin
مدیر کل سایت
مدیر کل سایت


عضو شده در: 7 مهر 1385
پست: 34538

تشکر: 3022
تشکر شده 16458 بار در 7874 پست

محل سکونت: همدان iran.gif


امتیاز: 195327
[وضعيت كاربر:آفلاین]

پست تاریخ: جمعه 20 آبان 1390 - 21:08    عنوان:   پاسخگویی به این موضوع بهمراه نقل قول

GEDCO VISTA v11.000.1853 (32 and 64 bit)
http://forum.civilea.com/Thread-gedco-vista-v11-000-1853
Size: 755 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید


VISTA is a leading software package for QC and complete processing of 2D/3D seismic data acquired on land, offshore, or through VSP. First developed in 1985 as the market's first PC-based seismic data processing software, VISTA - which is also available for the LINUX environment - delivers proven algorithms for optimal field quality control to complete office processing. By taking advantage of VISTA's flexibility, reliability, and ease of use, processors increase their efficiency while maximizing the dependability of their results.
http://www.filesonic.com/file/2798293595/GV11.000.1853.part1.rar
http://www.filesonic.com/file/2798293615/GV11.000.1853.part2.rar
http://www.filesonic.com/file/2798293655/GV11.000.1853.part3.rar
password: ForCivilEA
Other links 997.2 MB (i suppose someone uploaded it from LAV team edition including documentation):
http://www.filesonic.com/file/2814820105/gevi111853.part1.rar
http://www.filesonic.com/file/2814793465/gevi111853.part2.rar
http://www.filesonic.com/file/2814782405/gevi111853.part3.rar
http://www.filesonic.com/file/2814764865/gevi111853.part4.rar

http://www.wupload.com/file/1454509146/gevi111853.part1.rar
http://www.wupload.com/file/1451895391/gevi111853.part2.rar
http://www.wupload.com/file/1451893186/gevi111853.part3.rar
http://www.wupload.com/file/1449420946/gevi111853.part4.rar

http://www.fileserve.com/file/H8ZN6X4/gevi111853.part1.rar
http://www.fileserve.com/file/HHNa94Z/gevi111853.part2.rar
http://www.fileserve.com/file/BjmPa8H/gevi111853.part3.rar
http://www.fileserve.com/file/ggCB7uh/gevi111853.part4.rar

_________________
مرجع کاربردی طراحی سازه های بتنی با نرم افزار ETABS 2013 و SAFE ورژن 12 : http://iransaze.com/ftopicp-295228.html#295228

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email مشاهده وب سایت این کاربر شناسه عضویت در Yahoo Messenger
admin
مدیر کل سایت
مدیر کل سایت


عضو شده در: 7 مهر 1385
پست: 34538

تشکر: 3022
تشکر شده 16458 بار در 7874 پست

محل سکونت: همدان iran.gif


امتیاز: 195327
[وضعيت كاربر:آفلاین]

پست تاریخ: جمعه 20 آبان 1390 - 21:10    عنوان:   پاسخگویی به این موضوع بهمراه نقل قول

GEDCO OMNI 3D Design 11.0
http://forum.civilea.com/Thread-gedco-omni-3d-design
Size: 386.7 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

OMNI 3D is the industry standard for seismic survey design and modeling. Developed by geophysicists for geophysicists, OMNI 3D is used by hundreds of specialists around the globe for the planning, execution, and analysis of land, marine, transition zone, VSP, and multi-component surveys.

Among the new enhancements in OMNI 3D version 11.0 are:

- 3D Illumination modeling using gridded velocity models
- Multi-Streamer acquisition modeling
- Simultaneous shooting modeling
- Improved 2D acquisition modeling
- Sail line turn optimization
- Dynamic report generation


I suppose this is the LAVteam edition posted by someone in other server.
Downloaded yesterday and checked in Windows 7 64 bit without success.
When my computer will be free i will check in 32 bit but you can check too.

http://www.filesonic.com/file/2726012201/go3dd11.0.rar

http://www.fileserve.com/file/XUHrpSx/go3dd11.0.rar

http://www.wupload.com/file/1049204786/go3dd11.0.rar

Other links:
http://www.filesonic.com/file/2751028895/GEDCO_OMNI_3D_Design_11.0.part1.rar
http://www.filesonic.com/file/2751028915/GEDCO_OMNI_3D_Design_11.0.part2.rar
http://www.filesonic.com/file/2751029655/GEDCO_OMNI_3D_Design_11.0.part3.rar
http://www.filesonic.com/file/2751028745/GEDCO_OMNI_3D_Design_11.0.part4.rar

http://www.wupload.com/file/1237122676/GEDCO_OMNI_3D_Design_11.0.part1.rar
http://www.wupload.com/file/1237122661/GEDCO_OMNI_3D_Design_11.0.part2.rar
http://www.wupload.com/file/1237122681/GEDCO_OMNI_3D_Design_11.0.part3.rar
http://www.wupload.com/file/1237122656/GEDCO_OMNI_3D_Design_11.0.part4.rar

I don't know which crack all above links contain but this one works.
http://www.filesonic.com/file/2781907355/GVO_v11.rar
RAR Password: ForCivilEA
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید


_________________
مرجع کاربردی طراحی سازه های بتنی با نرم افزار ETABS 2013 و SAFE ورژن 12 : http://iransaze.com/ftopicp-295228.html#295228

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email مشاهده وب سایت این کاربر شناسه عضویت در Yahoo Messenger
aziz60
عضو جدید
عضو جدید


عضو شده در: 30 آذر 1387
پست: 2

تشکر: 0
تشکر شده 0 بار در 0 پست



امتیاز: 15
[وضعيت كاربر:آفلاین]

پست تاریخ: یکشنبه 29 آبان 1390 - 17:52    عنوان:   پاسخگویی به این موضوع بهمراه نقل قول

admin نوشته است:
EZ-FRISK 7.60 Build 001 [Information]
http://forum.civilea.com/Thread-ez-frisk-7-60-build-001
Size: 59.3 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

What's New in Version 7.60

EZ-FRISK Version 7.60 contains new capabilities, minor enhancements, and bug fixes.

New Features

The major new feature in this release is the Expression Evaluator attenuation equation form. This new form allows users to specify a completely novel attenuation equation formula, as well as specify equation coefficient headings, equation parameters, required site parameters. This form can access all of the rupture metrics provided by EZ-FRISK, such as Joyner-Boore distance, closest distance to rupture, depth at closest distance to rupture, etc. The formula is expressed as a code snippet, in a expression language with similarities to Java or MatLab. Please refer to the Expression Evaluator Attenuation Equation Editor and the Expression Evaluator equation form.

We have had a number of users request a simple table that summarizes the sources used in an analysis, to be included in reports to reviewing agencies. To meet this need, we've added a seismic source summary table to the echo report. This table provides the source, region, closest distance, an estimate of the deterministic magnitude, the fault mechanism, dip angle and direction, and indication of where the site lies relative to the source.

A frequent mistake users make with the USGS 2008 Nation Seismic Hazard Map model is to apply the NGA attenuation equations to deep slab sources such as a California Deep Gridded source, for which they are not appropriate. Previously, this did not cause any validation problems, because these attenuation equations were defined as being applicable to "All Sources", where in fact they are not applicable to subduction zone sources. To better describe the applicability of many attenuation equations, a "Crustal" pseudo-fault mechanism has been added to EZ-FRISK. Many of the existing standard attenuation equations for shallow, crustal earthquakes have been modified to use this mechanism, instead of the "All Sources" psuedo-fault mechanism. With this change, it is is now an error to use these attenuation equations with subduction zone sources. In coordination with this change, a new version of the USGS 2008 model is being released. Along with other changes, the new model changes the fault mechanism for the Charleston seismic zone from the "Area" pseudo-mechanism, to the "Crustal" so that it is compatible with the changes in the standard attenuation equation database.

When you open up a new seismic hazard analysis, you are now presented with a dialog box that allows you to choose the template for your new analysis. The available templates are determined by the seismic models you have installed on your computer. We anticipate updating all of our regional seismic models to provide templates that are good starting points for regional analyses.

Enhancements

The seismic hazard map now shows the surface projection of fault sources, along with the fault trace. This helps clarify whether a particular source is dipping towards or away from a particular site. Please note, currently the surface projection is calculated using the Zeng method for modeling the rupture surface, although, at present EZ-FRISK uses the Toro method of modeling the rupture surface in its calculations. For reverse and normal faults whose traces are significantly curved, there can be a significant difference in the shape of the rupture surface predicted by these two methods.

The calculation of the conditional mean spectrum was implemented in EZ-FRISK version 7.52. With the initial implementation, the mean epsilon over the various attenuation equations that were used with a source was used in calculating the CMS for a particular source. Even with a single attenuation equation, the use of a mean epsilon value does not result in the CMS passing exactly through target amplitude at the target spectral period. Consequently, the CMS had to be normalized to target amplitude. Now, instead of using the mean epsilon from deaggregation to calculate the CMS, the value of epsilon is calculated for the target amplitude at the target period for a particular attenuation equation. With this approach, there is no need to normalize the CMS, so that capability has been removed.

In the journal article "Modifications to Existing Ground Motion Prediction Equations in Light of New Data" to be published in the Issue 101:3 of the BSSA, Gail M. Atkinson and David M. Boore provide modifications to several of their attenuation equations. We have implemented the small magnitude modification for NGA equation, and the magnitude dependent stress drop for the ENA equation. Our implementation is based on pre-prints of the journal article retrieved from the Authors' web site.

The Abrahamson-Silva NGA equations now include all of the changes recommended in the August 1, 2009 Errata for "Summary of the Abrahamson and Silva NGA ground-motion relations" by Abrahamson, N.A. and W. J. Silva (2008), obtained from the author's web site.

The identify feature for soil condition maps is now implemented. This allows users to query the soil map for specific values of Vs30.

A log message is now written for the Vs30 value used in calculating hazard, when overriding the site paramter Vs30 value from soil map. Previously, when running a single site analysis, it was not possible for the user to determine the actual Vs30 value used in the hazard calculation, since the value reported in the echo file is not used.

The program now remembers whether you want to run with windows maximized or with overlapping windows. Previously, the program would always start up using overlapping windows and would use overlapping window whenever a new window was opened after all previous windows were closed.

Validation failure messages for mismatch between source's fault mechanism and attenuation equation now identifies the source that is a problem. This makes the messages much more helpful in diagnosing the problem.

Validation is now on intensity type plus fault mechanism. Previously, the validation was performed separately on intensity type and fault mechanism. If an equation supported different fault mechanism for different intensity types, a seismic hazard analysis could pass validation, but still fail at run time. This situation is now identified at validation rather than at run time.

Exceedance tables intensity type, amplitude units, and fault mechanisms can now be edited. Please note: it is still not possible to edit data though. This release improves loading data from external files into the exceedance table, so that it occurs once during analysis, rather than for each seismic source.

Bug Fixes

1. Under some circumstances, while performing spectral matching, an endless cascade of command prompt windows would be displayed on the users computer screen. This would effectively lock up the user's computer, sometimes requiring the computer to unplug the computer to recover. This was caused by executing an obsolete FORTRAN pause statement in a Windows program with no command console. All pause statements have now been converted to error returns.

2. This release removes the ability to specify the time window of an accelerogram to be used for matching. It has been found that current version of RspMatch does not properly handle this functionality when circumstances lead to dynamic padding of the accelerogram. In the future, we expect to reintroduce this feature, with the ability to specify the window for each particular input accelerogram.

3. This release converts part of the spectral matching algorithm to quad precision. Prior to this change, the algorithm would sometimes calculate values that were to big to be stored in double precision complex variables, a previously unrecognized issue with the improved tapered cosine method. The developer of the improved tapered cosine method asserts that by using quad precision complex numbers, this problem should not occur provided that the maximum frequency for spectral matching is no greater than 200 Hz, which is a reasonable upper limit of engineering interest.

4. In previous versions of EZ-FRISK, under some difficult to predict circumstances, the dynamic list of views displayed under the Windows menu would be incomplete. The cause of this problem was a flawed implementation of this feature by Microsoft, which they are apparently never going to address. To resolve this problem, the Microsoft implementation has been disabled, and the feature has been reimplemented with application-level custom code.

5. In previous versions of EZ-FRISK, if a user attempted to remove several attenuation equations from an analysis using the Select Attenuation Equation dialog, only the first equation would be removed. This problem has been resolved.

6. This release resolves a file sharing problem that prevented exceedance table attenuation equation from being used with multithreading.

EZ-FRISK 7.60 Build 001 - INSTALL ONLY
Size: 55.7 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

Hi friends,

This is the installation of EZ-FRISK 7.60 Build 001. Hopefully Mr.Benny can create the medicine for this program.

http://www.mediafire.com/?4xa4plrh78xnk2r
http://hotfile.com/dl/127117156/5921d02/EZ-FRISK_v7.60.0.1.rar.html




لطفا فایل کرک نرم افزار رو هم بذارید. چون بعد از نصب این ورژن نرم افزار قابل اجرا نیست و username و password میخواد.
با تشکر

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email
admin
مدیر کل سایت
مدیر کل سایت


عضو شده در: 7 مهر 1385
پست: 34538

تشکر: 3022
تشکر شده 16458 بار در 7874 پست

محل سکونت: همدان iran.gif


امتیاز: 195327
[وضعيت كاربر:آفلاین]

پست تاریخ: یکشنبه 29 آبان 1390 - 18:00    عنوان:   پاسخگویی به این موضوع بهمراه نقل قول

aziz60 نوشته است:
admin نوشته است:
EZ-FRISK 7.60 Build 001 [Information]
http://forum.civilea.com/Thread-ez-frisk-7-60-build-001
Size: 59.3 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

What's New in Version 7.60

EZ-FRISK Version 7.60 contains new capabilities, minor enhancements, and bug fixes.

New Features

The major new feature in this release is the Expression Evaluator attenuation equation form. This new form allows users to specify a completely novel attenuation equation formula, as well as specify equation coefficient headings, equation parameters, required site parameters. This form can access all of the rupture metrics provided by EZ-FRISK, such as Joyner-Boore distance, closest distance to rupture, depth at closest distance to rupture, etc. The formula is expressed as a code snippet, in a expression language with similarities to Java or MatLab. Please refer to the Expression Evaluator Attenuation Equation Editor and the Expression Evaluator equation form.

We have had a number of users request a simple table that summarizes the sources used in an analysis, to be included in reports to reviewing agencies. To meet this need, we've added a seismic source summary table to the echo report. This table provides the source, region, closest distance, an estimate of the deterministic magnitude, the fault mechanism, dip angle and direction, and indication of where the site lies relative to the source.

A frequent mistake users make with the USGS 2008 Nation Seismic Hazard Map model is to apply the NGA attenuation equations to deep slab sources such as a California Deep Gridded source, for which they are not appropriate. Previously, this did not cause any validation problems, because these attenuation equations were defined as being applicable to "All Sources", where in fact they are not applicable to subduction zone sources. To better describe the applicability of many attenuation equations, a "Crustal" pseudo-fault mechanism has been added to EZ-FRISK. Many of the existing standard attenuation equations for shallow, crustal earthquakes have been modified to use this mechanism, instead of the "All Sources" psuedo-fault mechanism. With this change, it is is now an error to use these attenuation equations with subduction zone sources. In coordination with this change, a new version of the USGS 2008 model is being released. Along with other changes, the new model changes the fault mechanism for the Charleston seismic zone from the "Area" pseudo-mechanism, to the "Crustal" so that it is compatible with the changes in the standard attenuation equation database.

When you open up a new seismic hazard analysis, you are now presented with a dialog box that allows you to choose the template for your new analysis. The available templates are determined by the seismic models you have installed on your computer. We anticipate updating all of our regional seismic models to provide templates that are good starting points for regional analyses.

Enhancements

The seismic hazard map now shows the surface projection of fault sources, along with the fault trace. This helps clarify whether a particular source is dipping towards or away from a particular site. Please note, currently the surface projection is calculated using the Zeng method for modeling the rupture surface, although, at present EZ-FRISK uses the Toro method of modeling the rupture surface in its calculations. For reverse and normal faults whose traces are significantly curved, there can be a significant difference in the shape of the rupture surface predicted by these two methods.

The calculation of the conditional mean spectrum was implemented in EZ-FRISK version 7.52. With the initial implementation, the mean epsilon over the various attenuation equations that were used with a source was used in calculating the CMS for a particular source. Even with a single attenuation equation, the use of a mean epsilon value does not result in the CMS passing exactly through target amplitude at the target spectral period. Consequently, the CMS had to be normalized to target amplitude. Now, instead of using the mean epsilon from deaggregation to calculate the CMS, the value of epsilon is calculated for the target amplitude at the target period for a particular attenuation equation. With this approach, there is no need to normalize the CMS, so that capability has been removed.

In the journal article "Modifications to Existing Ground Motion Prediction Equations in Light of New Data" to be published in the Issue 101:3 of the BSSA, Gail M. Atkinson and David M. Boore provide modifications to several of their attenuation equations. We have implemented the small magnitude modification for NGA equation, and the magnitude dependent stress drop for the ENA equation. Our implementation is based on pre-prints of the journal article retrieved from the Authors' web site.

The Abrahamson-Silva NGA equations now include all of the changes recommended in the August 1, 2009 Errata for "Summary of the Abrahamson and Silva NGA ground-motion relations" by Abrahamson, N.A. and W. J. Silva (2008), obtained from the author's web site.

The identify feature for soil condition maps is now implemented. This allows users to query the soil map for specific values of Vs30.

A log message is now written for the Vs30 value used in calculating hazard, when overriding the site paramter Vs30 value from soil map. Previously, when running a single site analysis, it was not possible for the user to determine the actual Vs30 value used in the hazard calculation, since the value reported in the echo file is not used.

The program now remembers whether you want to run with windows maximized or with overlapping windows. Previously, the program would always start up using overlapping windows and would use overlapping window whenever a new window was opened after all previous windows were closed.

Validation failure messages for mismatch between source's fault mechanism and attenuation equation now identifies the source that is a problem. This makes the messages much more helpful in diagnosing the problem.

Validation is now on intensity type plus fault mechanism. Previously, the validation was performed separately on intensity type and fault mechanism. If an equation supported different fault mechanism for different intensity types, a seismic hazard analysis could pass validation, but still fail at run time. This situation is now identified at validation rather than at run time.

Exceedance tables intensity type, amplitude units, and fault mechanisms can now be edited. Please note: it is still not possible to edit data though. This release improves loading data from external files into the exceedance table, so that it occurs once during analysis, rather than for each seismic source.

Bug Fixes

1. Under some circumstances, while performing spectral matching, an endless cascade of command prompt windows would be displayed on the users computer screen. This would effectively lock up the user's computer, sometimes requiring the computer to unplug the computer to recover. This was caused by executing an obsolete FORTRAN pause statement in a Windows program with no command console. All pause statements have now been converted to error returns.

2. This release removes the ability to specify the time window of an accelerogram to be used for matching. It has been found that current version of RspMatch does not properly handle this functionality when circumstances lead to dynamic padding of the accelerogram. In the future, we expect to reintroduce this feature, with the ability to specify the window for each particular input accelerogram.

3. This release converts part of the spectral matching algorithm to quad precision. Prior to this change, the algorithm would sometimes calculate values that were to big to be stored in double precision complex variables, a previously unrecognized issue with the improved tapered cosine method. The developer of the improved tapered cosine method asserts that by using quad precision complex numbers, this problem should not occur provided that the maximum frequency for spectral matching is no greater than 200 Hz, which is a reasonable upper limit of engineering interest.

4. In previous versions of EZ-FRISK, under some difficult to predict circumstances, the dynamic list of views displayed under the Windows menu would be incomplete. The cause of this problem was a flawed implementation of this feature by Microsoft, which they are apparently never going to address. To resolve this problem, the Microsoft implementation has been disabled, and the feature has been reimplemented with application-level custom code.

5. In previous versions of EZ-FRISK, if a user attempted to remove several attenuation equations from an analysis using the Select Attenuation Equation dialog, only the first equation would be removed. This problem has been resolved.

6. This release resolves a file sharing problem that prevented exceedance table attenuation equation from being used with multithreading.

EZ-FRISK 7.60 Build 001 - INSTALL ONLY
Size: 55.7 MB
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

Hi friends,

This is the installation of EZ-FRISK 7.60 Build 001. Hopefully Mr.Benny can create the medicine for this program.

http://www.mediafire.com/?4xa4plrh78xnk2r
http://hotfile.com/dl/127117156/5921d02/EZ-FRISK_v7.60.0.1.rar.html




لطفا فایل کرک نرم افزار رو هم بذارید. چون بعد از نصب این ورژن نرم افزار قابل اجرا نیست و username و password میخواد.
با تشکر

متاسفانه همانطور که در توضیحات بالا نوشته شده است فایل فاقد کرک است. در منبع فایل هم همین مساله ذکر شده است

_________________
مرجع کاربردی طراحی سازه های بتنی با نرم افزار ETABS 2013 و SAFE ورژن 12 : http://iransaze.com/ftopicp-295228.html#295228

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email مشاهده وب سایت این کاربر شناسه عضویت در Yahoo Messenger
hfarahani48
ناظم انجمن
ناظم انجمن


عضو شده در: 14 شهریور 1388
پست: 2565

تشکر: 1065
تشکر شده 2180 بار در 1131 پست

محل سکونت: تهران iran.gif


امتیاز: 24568
[وضعيت كاربر:آفلاین]

پست تاریخ: جمعه 25 آذر 1390 - 22:09    عنوان:  دانلود نرم افزار تحلیل خطر لرزه ای تحت Dos (+دستورالعمل) پاسخگویی به این موضوع بهمراه نقل قول

دانلود نرم افزار تحلیل خطر لرزه ای تحت Dos (+دستورالعمل)

( Seisrisk III )

به حجم 2.26 مگابایت

در فرمت فشرده (rar)

رمز : Sarmad

لینک دانلود :

http://s2.picofile.com/file/7198227418/SeisRisk.rar.html

منبع : سرمد
http://sarmad.blogsky.com/
بازگشت به صفحه اصلی وبلاگ مهندسی عمران راه و ساختمان(مهندس حسن فراهانی)

http://hfarahani48.blogfa.com/post-7962.aspx

_________________
پاك و شفاف باشيد همچون آب زلال...
http://www.hfarahani48.ir
http://www.civilstars.com 
http://www.saze808.com

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email مشاهده وب سایت این کاربر
admin
مدیر کل سایت
مدیر کل سایت


عضو شده در: 7 مهر 1385
پست: 34538

تشکر: 3022
تشکر شده 16458 بار در 7874 پست

محل سکونت: همدان iran.gif


امتیاز: 195327
[وضعيت كاربر:آفلاین]

پست تاریخ: پنج‌شنبه 25 آبان 1391 - 17:57    عنوان:   پاسخگویی به این موضوع بهمراه نقل قول

دانلود نسخه کامل نرم افزار Perform 3D ورژن 5 - همراه با کرک
به نقل از icivil
در ادامه به معرفی و دانلود نسخه کامل نرم افزار مهم مهندسی عمران CSI Perform-3D V5 همراه با کرک آن خواهیم پرداخت این نسخه کامل است و ویدئوهای آموزشی اورجینال هم در آن قرار داده شده....
CSI Perform-3D برنامه ای خاص با تمرکز ویژه روی طراحی مقاوم لرزه ای است. با استفاده از این برنامه می توان سازه های پیچیده شامل سازه های با دیوار برشی را به صورت غیر خطی و بر اساس حالت های حدی مختلف مقاومت و تغییر شکل، تحلیل کرد.
هندسه ی مدل را می توان از برنامه ی SAP2000 یا ETABS بازخوانی کرد. در برنامه از انواع مختلفی از المان ها شامل: تیرها، مهاربندها، دیوارهای برشی(با بازشو)، دال کف، میراگرها و جداساز ها می توان استفاده کرد.
تحلیل های غیر خطی می توانند به صورت استاتیکی و یا دینامیکی روی یک مدل انجام شوند. بارها می توانند در مراحل متفاوت بر سازه اعمال گردند. به عنوان مثال، بار دینامیکی زلزله می تواند پس از بار استاتیکی غیر خطی وارد شود.
این برنامه قابلیت های قدرتمندی برای طراحی بر اساس عملکرد داشته و می تواند نسبتهای ظرفیت نیاز را برای تمام اجزاء و برای حالت های حدی محاسبه کند. ارزیابی عملکرد بر اساس ATC-40، FEMA-356 و ATC-440 به صورت خودکار انجام می شود.
خروجی های برنامه شامل نسبت ظرفیت/ نیاز، نمودارهای غیر خطی استاتیکی، نمایش های بالانس انرژی، اشکال مودی، هندسه ی تغییر شکل یافته و پاسخ های نیرو و تغییر مکان تاریخچه زمانی هستند.
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

مدلسازی
- بازخوانی هندسه مدل از برنامه ی SAP 2000 و ETABS
- امکان مدلسازی با هر تعداد المان
- المان های خطی و غیر خطی
- سهولت استفاده از محیط گرافیکی برنامه
- المان های تیر، ستون و مهاربند
- لینک های برشی و Panel Zone
- دیوارهای برشی پیچیده با بازشو
- گسیختگی اتصالات
- دال کف
- میراگرهای سیال
- جداسازهای اصطکاکی
- مفاصل پلاستیک با اندرکنش PMM
- اثرات P-Delta

تحلیل غیرخطی
- تحلیل استاتیکی غیر خطی سه بعدی (Pushover)
- تحلیل تاریخچه زمانی غیر خطی سه بعدی
- استفاده از مقاطع مسلح به الیاف برای مصالح مختلف
- تعیین ظرفیت های غیر خطی بر اساس تغییر شکل و یا مقاومت
- انجام تحلیل دینامیکی غیر خطی پس از تحلیل استاتیکی غیر خطی
- در نظر گرفتن تحلیل استاتیکی غیر خطی چرخه ای

تحلیل خودکار
- در نظر گرفتن رابطه ی نیرو - تغییر مکان سه خطی
- در نظر گرفتن کاهش سختی تحت بارهای چرخه ای
- محاسبه ی اتلاف انرژی
- تحلیل P-Delta
- بارگذاری ناشی از زلزله های مختلف
- امکان تغییر مقاومت اعضا بدون تغییر مدل
- موتور تحلیل کارا برای سازه های بزرگ

عملکرد بر اساس ارزیابی
- تحلیل استاتیکی غیر خطی بر اساس ATC-40، FEMA-356 و ATC-440
- حالت های حدی بر اساس تغییر شکل، مقاومت و یا تغییر شکل نسبی
- نسبتهای ظرفیت/ نیاز
- محاسبه ی نسبت های ظرفیت/ نیاز برای زلزله های متعدد
- محاسبه ی ظرفیت های تغییر شکل یا مقاومت برای انواع المانها
- محاسبه ی بالانس انرژی برای افت انرژی

خروجی ها
- ترسیم نمودارهای رنگی نسبتهای ظرفیت / نیاز
- نمودارهای پاسخ برای ATC-40، FEMA-356 و ATC-440
- نتایج تاریخچه زمانی مربوط به تغییر شکل، تغییر شکل نسبی و نیروها
- نمایش تاریخچه زمانی پاسخ نیروها برای گروهی از المانها
- نمودارهای برش و خمش
- نمایش نیرو برای گروهی از المانها
- نمایش هندسه ی تغییر شکل یافته به صورت متحرک
- نمایش اشکال مودی به صورت متحرک
- نمودارهای چرخه ی هیستریزیس
- نمودارهای بالانس انرژی

با کلیک روی لینک های زیر که در 4 پارت تقریبا 50 مگابایتی آماده شده است ابتدا تمام قسمت ها را دانلود کرده و در یک پوشه قرار داده و سپس از حالت فشرده خارج کنید و به نصب آن بپردازید

دانلود قسمت اول نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p1
دانلود قسمت دوم نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p2
دانلود قسمت سوم نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p3
دانلود قسمت چهارم نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p4

_________________
مرجع کاربردی طراحی سازه های بتنی با نرم افزار ETABS 2013 و SAFE ورژن 12 : http://iransaze.com/ftopicp-295228.html#295228

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email مشاهده وب سایت این کاربر شناسه عضویت در Yahoo Messenger
admin
مدیر کل سایت
مدیر کل سایت


عضو شده در: 7 مهر 1385
پست: 34538

تشکر: 3022
تشکر شده 16458 بار در 7874 پست

محل سکونت: همدان iran.gif


امتیاز: 195327
[وضعيت كاربر:آفلاین]

پست تاریخ: یکشنبه 5 آذر 1391 - 12:54    عنوان:   پاسخگویی به این موضوع بهمراه نقل قول

admin نوشته است:
دانلود نسخه کامل نرم افزار Perform 3D ورژن 5 - همراه با کرک
به نقل از icivil
در ادامه به معرفی و دانلود نسخه کامل نرم افزار مهم مهندسی عمران CSI Perform-3D V5 همراه با کرک آن خواهیم پرداخت این نسخه کامل است و ویدئوهای آموزشی اورجینال هم در آن قرار داده شده....
CSI Perform-3D برنامه ای خاص با تمرکز ویژه روی طراحی مقاوم لرزه ای است. با استفاده از این برنامه می توان سازه های پیچیده شامل سازه های با دیوار برشی را به صورت غیر خطی و بر اساس حالت های حدی مختلف مقاومت و تغییر شکل، تحلیل کرد.
هندسه ی مدل را می توان از برنامه ی SAP2000 یا ETABS بازخوانی کرد. در برنامه از انواع مختلفی از المان ها شامل: تیرها، مهاربندها، دیوارهای برشی(با بازشو)، دال کف، میراگرها و جداساز ها می توان استفاده کرد.
تحلیل های غیر خطی می توانند به صورت استاتیکی و یا دینامیکی روی یک مدل انجام شوند. بارها می توانند در مراحل متفاوت بر سازه اعمال گردند. به عنوان مثال، بار دینامیکی زلزله می تواند پس از بار استاتیکی غیر خطی وارد شود.
این برنامه قابلیت های قدرتمندی برای طراحی بر اساس عملکرد داشته و می تواند نسبتهای ظرفیت نیاز را برای تمام اجزاء و برای حالت های حدی محاسبه کند. ارزیابی عملکرد بر اساس ATC-40، FEMA-356 و ATC-440 به صورت خودکار انجام می شود.
خروجی های برنامه شامل نسبت ظرفیت/ نیاز، نمودارهای غیر خطی استاتیکی، نمایش های بالانس انرژی، اشکال مودی، هندسه ی تغییر شکل یافته و پاسخ های نیرو و تغییر مکان تاریخچه زمانی هستند.
بند انگشتی, برای دیدن عکس به صورت کامل بر روی آن کلیک نمایید

مدلسازی
- بازخوانی هندسه مدل از برنامه ی SAP 2000 و ETABS
- امکان مدلسازی با هر تعداد المان
- المان های خطی و غیر خطی
- سهولت استفاده از محیط گرافیکی برنامه
- المان های تیر، ستون و مهاربند
- لینک های برشی و Panel Zone
- دیوارهای برشی پیچیده با بازشو
- گسیختگی اتصالات
- دال کف
- میراگرهای سیال
- جداسازهای اصطکاکی
- مفاصل پلاستیک با اندرکنش PMM
- اثرات P-Delta

تحلیل غیرخطی
- تحلیل استاتیکی غیر خطی سه بعدی (Pushover)
- تحلیل تاریخچه زمانی غیر خطی سه بعدی
- استفاده از مقاطع مسلح به الیاف برای مصالح مختلف
- تعیین ظرفیت های غیر خطی بر اساس تغییر شکل و یا مقاومت
- انجام تحلیل دینامیکی غیر خطی پس از تحلیل استاتیکی غیر خطی
- در نظر گرفتن تحلیل استاتیکی غیر خطی چرخه ای

تحلیل خودکار
- در نظر گرفتن رابطه ی نیرو - تغییر مکان سه خطی
- در نظر گرفتن کاهش سختی تحت بارهای چرخه ای
- محاسبه ی اتلاف انرژی
- تحلیل P-Delta
- بارگذاری ناشی از زلزله های مختلف
- امکان تغییر مقاومت اعضا بدون تغییر مدل
- موتور تحلیل کارا برای سازه های بزرگ

عملکرد بر اساس ارزیابی
- تحلیل استاتیکی غیر خطی بر اساس ATC-40، FEMA-356 و ATC-440
- حالت های حدی بر اساس تغییر شکل، مقاومت و یا تغییر شکل نسبی
- نسبتهای ظرفیت/ نیاز
- محاسبه ی نسبت های ظرفیت/ نیاز برای زلزله های متعدد
- محاسبه ی ظرفیت های تغییر شکل یا مقاومت برای انواع المانها
- محاسبه ی بالانس انرژی برای افت انرژی

خروجی ها
- ترسیم نمودارهای رنگی نسبتهای ظرفیت / نیاز
- نمودارهای پاسخ برای ATC-40، FEMA-356 و ATC-440
- نتایج تاریخچه زمانی مربوط به تغییر شکل، تغییر شکل نسبی و نیروها
- نمایش تاریخچه زمانی پاسخ نیروها برای گروهی از المانها
- نمودارهای برش و خمش
- نمایش نیرو برای گروهی از المانها
- نمایش هندسه ی تغییر شکل یافته به صورت متحرک
- نمایش اشکال مودی به صورت متحرک
- نمودارهای چرخه ی هیستریزیس
- نمودارهای بالانس انرژی

با کلیک روی لینک های زیر که در 4 پارت تقریبا 50 مگابایتی آماده شده است ابتدا تمام قسمت ها را دانلود کرده و در یک پوشه قرار داده و سپس از حالت فشرده خارج کنید و به نصب آن بپردازید

دانلود قسمت اول نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p1
دانلود قسمت دوم نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p2
دانلود قسمت سوم نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p3
دانلود قسمت چهارم نرم افزارCSI Perform-3D
http://icivil.ir/short/?perform3dv5-p4

CSI Perform-3D 5.0
لینک کمکی از سایت soft98.ir :
http://www.mediafire.com/?qkejxlg8h72dada
و لینک دیگر در صفحه زیر :
http://soft98.ir/software/engineering/3408-csi-perform-3d.html
لینکهای دیگر :
http://www.eng-syria.net/software/perform/setup_PERFORM_V5.rar
http://hotfile.com/dl/123068740/cd1413b/setup_PERFORM_V5.rar.html
http://www.eng-syria.net/software/perform/PERFORM-3DV500FullCD.zip
http://hotfile.com/dl/123164414/e4e390f/PERFORM-3DV500FullCD.zip.html

منبع:
http://www.eng-syria.net
و
http://www.civilstars.com/Thread-PERFORM-3D-V5-0-0
کرک را هم از پیوست دانلود نمایید
منبع برای کرک : سیویل استارز

_________________
مرجع کاربردی طراحی سازه های بتنی با نرم افزار ETABS 2013 و SAFE ورژن 12 : http://iransaze.com/ftopicp-295228.html#295228

بازگشت به بالای صفحه

خواندن مشخصات فردی ارسال پیام شخصی ارسال email مشاهده وب سایت این کاربر شناسه عضویت در Yahoo Messenger
نمایش پستها:   
ارسال موضوع جدید   پاسخ دادن به این موضوع   تشکر کردن از تاپیک   Printer-friendly version تمام زمانها بر حسب GMT + 3.5 Hours می‌باشند
رفتن به صفحه قبلی  1, 2, 3, 4  بعدی
صفحه 3 از 4


 

پرش به:  
شما نمی توانید در این بخش موضوع جدید پست کنید
شما نمی توانید در این بخش به موضوعها پاسخ دهید
شما نمی توانید موضوع های خودتان را در این بخش ویرایش کنید
شما نمی توانید موضوع های خودتان را در این بخش حذف کنید
شما نمی توانید در این بخش رای دهید
شما نمیتوانید به نوشته های خود فایلی پیوست نمایید
شما نمیتوانید فایلهای پیوست این انجمن را دریافت نمایید

Powered by phpBB © 2001 phpBB Group
قالب فارسی شده توسط ایران یاد

نرم افزار ترسیم نقشه های سازه های بتنی