دانلود نرم افزارهای تخصصی مهندسی زلزله

[M@hdi42]

از این پس جهت نظم دهی بهتر بخش دانلود نرم افزار و دسترسی بهتر همراه با دسته بندی مناسب آنها نرم افزارهای تخصصی مهندسی زلزله در این تاپیک قرار داده میشود
البته قبل از این تاریخ نرم افزارهای دیگری در این زمینه در سایت قرار داده شده است که این تاپیک شامل آنها نخواهد بود. از دوستان نیز تقاضا میشود که نرم افزارهای تخصصی مهندسی زلزله را فقط در همین تاپیک برای دانلود معرفی نمایند
بخش زیر را هم ببینید :
http://iransaze.com/downloads-cat41.html
لینک بالا شامل نرم افزارهای زیر است :
نرم افزار تحت اکسل جهت تهیه چک لیست آئین نامه زلزله 2800
BISPEC
HAZUS-MH
OpenSees Executable Distribution
SHAKE v.2
برنامه ای برای محاسبه فرکانس ها و شکلهای مودی
برنامه اي هوشمند جهت بدست آوردن مد هاي ارتعاش
برنامه SeismoSignal
برنامه محاسبه ضریب زلزله آئين نامه 2800 ویرایش 3
فایل های آماده طیف پاسخ استاندارد 2800
نرم افزار آناليز مودال به روش استودلا همراه
نرم افزار BAP نسخه 1
نرم افزار shake (شاخه مهندسی زلزله)
نرم افزار پیتسا
نرم افزار تحليل خطر احتمالاتي
نرم افزار تهیه طیف پاسخ سازه ها
نرم افزار سبک و ساده (Structural_Dynamic_Analysis)
نرم افزار شی گرای تحلیل خطر زلزله (نسخه آموزشی)
نرم افزارشبيه سازي حركت زلزله (( SIMQKE ))
برخی از تاپیکهای مرتبط ( و البته نه تمام آنها ) که قبلاً ایجاد شده اند به آدرس های زیر میباشند:
دانلود یک نرم افزار برای طراحی اتصالات بادبندهای برون محور تحت اکسل
http://iransaze.com/ftopict-374.html
مشاهده آنلاین زلزله ها از روی دسکتاپ کامپیوترتان
http://iransaze.com/ftopict-12006.html
CSi Perform 3D Ver.4.0.3
http://iransaze.com/ftopict-2152.html
دانلود نرم افزار زلزله STRISK v4.42 Build 001
http://iransaze.com/ftopict-16663.html
دانلود نرم افزار ایرانی طراحی بادبند واگرا بر اساس مبحث دهم (تنش مجاز)
http://iransaze.com/ftopict-16652.html
دانلود نرم افزار ساده تحلیل پاسخ زمین در مقابل زلزله(با منوال) EDUCATIONAL SHAKE
http://iransaze.com/ftopict-16648.html
دانلود جدیدترین ورژن نرم افزار Perform 3D 4.0.4
http://iransaze.com/ftopict-16568.html
Global Earthquake Explorer (دانلود نرم افزار تخصصی برای علم زلزله شناسی)
http://iransaze.com/ftopict-3993-.html%2Aquake%2A

Duhamel Plus ver. 1.0 (دانلود نرم افزار حل کننده انتگرال دوهامل)
http://iransaze.com/ftopict-1029-.html%2Aquake%2A

برنامه اي هوشمند جهت بدست آوردن مد هاي ارتعاش(بردارهاي ویژه)،فرکانس هاي طبیعی ارتعاش
http://iransaze.com/ftopict-14371.html

نرم افزار آیین نامه 2800
http://iransaze.com/ftopict-7135.html

برنامه Badband جهت محاسبه بادبندهای واگرا 8 شکل با خروج از محوریت
http://iransaze.com/ftopict-6431.html

نرم افزار محاسبه استاتیکی زلزله(vb)
http://iransaze.com/ftopict-5788.html

لینک طراحی اعضای بادبندی
http://iransaze.com/ftopict-4202.html

نرم افزار آناليز مودال به روش استودلا همراه با كدهاي برنام
http://iransaze.com/ftopict-4014.html

نرم افزار تحليل خطر احتمالاتي با استفاده از 12 رابطه كاهندگي
http://iransaze.com/ftopict-4013.html

Global Earthquake Explorer (دانلود نرم افزار تخصصی برای علم زلزله شناسی)
http://iransaze.com/ftopict-3993.html

Structural Dynamic Analysis v1.0 (دانلود نرم افزار برای تحلیل دینامیکی سازه ها)
http://iransaze.com/ftopict-1030.html

[M@hdi42]

نرم افزار حرفه ای تحلیل خطر زلزله SeisRisk III
توضیحات:
Seisrisk III is the last published version of a series of programs used to produce probabilistic earthquake ground motion hazard maps for the United States from 1972 to 1992. Though it has been superseded in the US Geological Survey by a more flexible program allowing for sources based on smoothing of historical seismicity, Seisrisk III is still being used as a teaching tool in academia and for hazard mapping in other countries. In the past decade, Seisrisk III has been used for hazard mapping in Italy, Turkey, Iran, in the Mediterranean countries as a whole, and in the West Indies, for example.

Because of this continuing interest, we are continuing to host the source code and references to publications on the structure and the use of Seisrisk III, including auxiliary programs for the construction of input. However, except for answering a few helpful questions, we are no longer providing support or advice for users. We are also hosting a set of program modifications to Seisrisk III written by a colleague in the Bureau of Reclamation. We are aware that other modifications exist, for instance, one version adapted to use intensity and its uncertainties instead of parametric ground motions, and another adapted to use non-circular isoseismals for point sources. These can be found by diligent search of the internet.
Known Issues

We are aware of some known issues with the software however we have no plans to fix any of the following or other issues:

* A “bug fix” exists that has not yet been incorporated in any published version of SEISRISK III. This fix is to ensure a proper interpolation for values which involve the “last box” in the ground-motion annual-rate accumulators. This bug does not usually cause a problem, because most users scale the ground motions such that the interpolation primarily is taking place in the lower range of accumulator boxes.
* A “loose end” exists in subroutine inside. The subroutine has a trap which does not permit a calculation when a site point lies too close to a quadrilateral corner point. When such a point is discovered in the course of a run, the run is terminated. If this happens, it is easy to adjust the “equator” by a very slight amount, thus moving the site point away from the corner point. Because rather a good deal of calculation can go past before such a site is discovered by the program, it would be desirable to permit the program to continue rather than terminate. We have not worked on a version to do this, because we encounter the problem rather infrequently in our usage. However, users with complex sources or small site-grid spacing may find the simple adjustment merely induces a failure at a different site.


دانلود
http://www.mediafire.com/download.php?tn5kgamynom

http://earthquake.usgs.gov/hazards/a...k/seisrisk.zip
منبع
منبع برای لینک مدیافایر :
http://sarmad.blogsky.com/

[M@hdi42]

دانلود نرم افزار reseismic analysis of pilotis columns by CubusHellas
منبع
It's a free program for preseismic analysis of pilotis columns by CubusHellas


این برنامه رایگان است


صفحه مورد نظر:
http://www.cubushellas.gr/EN/05-01-Enimerosi-04.asp

لینک دانلود برنامه 1.5 مگ:
http://www.cubushellas.gr/30-PDF/Pilotis.zip

- - - به روز رسانی شده - - -

نرم افزار تحلیل خطر زلزله CRISIS2007
منبع
This new version of CRISIS gives a friendly environment to calculate seismic hazard.


CRISIS computes seismic hazard using a probabilistic model that considers the rates of occurrence, attenuation characteristics and geographical distribution of earthquakes. Some of the main features of CRISIS are:


Earthquake occurrence can be modeled either as a Poissonian process or as a Characteristic Earthquake process.

Sources can be modeled as areas, lines or points.

CRISIS operates with a dynamic integration procedure which allows fast computation of hazard in extended areas.

Attenuation models furnished by the user or built-in in CRISIS give great flexibility to the computations.

A friendly graphical interface facilitates data input.
CRISIS was developed at Instituto de Ingeniería, UNAM, Mexico.

It has been written by: M. Ordaz, A. Aguilar and J. Arboleda

Derechos Reservados, 1987-2007
We must thank Prof. ORDAZ for creating this great software

لینک دانلود:
http://www.4shared.com/file/V2TpycsH/CRISIS_2007.htm

[M@hdi42]

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Kijko 2001
محاسبه پارامترهای لرزه ای λ,βتحت Dos(+مثال ودستورالعمل)
به نقل از : http://sarmad.blogsky.com/
لینک دانلود : http://www.mediafire.com/download.php?mukhnyzy1ih

[M@hdi42]

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EZ-FRISK V7.50 Build 001 (NO MEDICINE)
منبع:
http://forum.civilea.com/showthread....light=EZ-Frisk

What's New in Version 7.50

This version includes the second generation of spectral matching, access to the PEER NGA strong motion database, and improvements to the tools used for data management.

2nd Generation Spectral Matching

EZ-FRISK has been enhanced with the 2009 version of Norm Abrahamson's RSPMatch. Previously EZ-FRISK used the 1999 version of this code. The new code features a basic structure for automatic multi-step matching, and an improved taper-cosine wavelet form that reduces baseline drift. To this new core code, EZ-FRISK has added a number of user interface enhancements.

Building on top of the core multi-step matching capabilities of RSPMatch 2009, EZ-FRISK adds a task-oriented scripting language to completely automate the matching process. The scripting language allows you to specify multiple steps, each of which can have one or more tasks. Previously, matching was specified by setting options in a tabbed dialog box. The previous organization did not group options associated with a particular task. Previously, matching required multiple manual steps, and even with core RSPMatch 2009 code, the input files would need to be tailored for the characteristics of each input time history.

In addition, EZ-FRISK makes it easy to match a number of time histories to a particular target spectrum. A single spectral matching study with a given target spectrum and matching strategy can now have a number of runs, each with a particular input time history. The searching and scoring capability now allows selection of multiple time histories. The matching results allows the user to visualize intermediate time histories and spectra from matching.

Access to the PEER NGA Strong Motion Database

The PEER NGA Strong Motion Database provides about 10500 strong motion recordings with extensive meta data. EZ-FRISK provides tools to search through the meta data to identify records with particular characteristics such as magnitude, distance, or duration, to score the resulting records for there suitability as input to spectral matching or site response analysis, and finally, to download the selected records to your computer for use with EZ-FRISK. Please refer to Searching Databases for Acceleration Time Histories.

Data Management Improvements

Starting with EZ-FRISK 7.23, the program has featured a convenient user interface for downloading and installing regional seismic models. The initial implementation provided a low level method to hide obsolete or incompatible data, by excluding individual files. However, previously the user would have to use the Windows Explorer to permanently remove obsolete databases. Now, EZ-FRISK features a user interface to uninstall databases, and remove the downloaded files if they are no longer needed.

In addition, EZ-FRISK now uses the same integrated download and installation capabilities for strong motion records and strong motion meta-data databases. Since the data is installed in a deeply nested location for application specific data, additional columns have been added to various list controls used in spectral matching and site response analysis to allow the user to see an abbreviated path to relevant files, which omits the less relevant portions of the file path.

Other Changes

Over time, the commands on the action toolbar have been migrated to toolbars attached to views associated with particular analysis types, such as seismic hazard analysis, spectral matching, or site response analysis. This process is now complete, so the action toolbar is no longer needed. Consequently, the action toolbar has been removed from the application user interface.

The MapWinGIS Active X control is used for generating seismic maps and for lookup of soil data. A user might have problems accessing these capabilities if the control was unregistered (for example by uninstalling an application that also used this component) or if an incompatible version of the control was registered (for example by installing an application that used a different version of this component). It is now accessed via the technique of registration-free activation of COM components, which should eliminate these problems.

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

http://www.4shared.com/file/lINohJPR...011051704.html
پسوورد:
civilea

[M@hdi42]

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EZ-FRISK 7.43
http://forum.civilea.com/showthread.php?tid=15979

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

EZFRISK in Version 7.43

Size: 69.9mb

EZ-FRISK Version 7.43 is a bug fix release, with no new functionality.
Fixes
1. With version 7.40, 7.41, and 7.42, the user could not use soil condition maps to provide Vs30
values (commonly used for multi-site analysis). The issue has now been resolved.
2. With version 7.40, 7.41, and 7.42, if the user changed the default deaggregation bin
configuration EZ-FRISK might crash or generate incorrect deaggregation charts. This
problem has been resolved


http://hotfile.com/dl/65549986/ed05d...pV743.rar.html
http://www.4shared.com/file/RjyvOzLu/EZ-FRISK.html
Medicine for EZ-FRISK 7.43
http://hotfile.com/dl/66785991/616ae...EF743.rar.html
پسورد : forum

[M@hdi42]

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"Strata" An Equivalent-Linear Site Response Analysis Software
http://forum.civilea.com/Thread-stra...-site-response
Size: 9.74 MB

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

"Strata" is an open-source, equivalent-linear site response program. Input motions may be specified using time series or the random vibration theory (RVT) approach. Site properties (i.e., shear wave velocity, modulus reduction and damping curves) and layering may be randomized via Monte Carlo simulations.
http://nees.org/resources/strata
http://ifile.it/9sr601x

[M@hdi42]

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EZ-Frisk v7.52 Build 003 (Install + Medicine)
http://forum.civilea.com/Thread-ez-frisk-v7-52-build
Size: 55.6 MB

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

What's New in Version 7.52

This release adds an important new feature, calculation of the Conditional Mean Spectrum. It also includes various enhancements and minor bug fixes.

Conditional Mean Spectrum

The conditional mean spectrum is now calculated as a part of deaggregation. The results can be view in the deaggreation report and as a deaggregation plot. The details on how EZ-FRISK calculates the conditional mean spectrum are found in the technical reference.

The conditional mean spectrum can be used as target spectrum for spectral matching. The user interface now lets you select the target spectrum as either a PSHA uniform hazard spectrum, a PSHA conditional mean spectrum, or a user-defined target spectrum.

Deterministic Hazard Calculation for Subduction Interface Sources

Previously, the deterministic hazard calculation for this category of sources presumed that the entire surface ruptured during the deterministic event. Now, the code calculates the size of the rupture for the deterministic magnitude, and then places the rupture at a selection of locations on the surface of the source, based on the integration parameters. It then selects the event with the greatest ground motion.

This change should provide more realistic estimates for the focal depth, rupture width, and center-of-energy distance to use in the deterministic hazard calculation for these sources.

Bug Fixes

In seismic hazard analysis:

1. Enabling or disabling deaggregation did not cause the seismic hazard analysis definition document to be marked as modified. So if this was the only change, it did not get saved. If this happened, the analysis would not run with the deaggregation option the user desired. This problem has been resolved.

2. Not all calculational parameter entries were validated properly. If an invalid calculational parameter was specified, the program would allow the invalid document to be saved. However, calculational parameter were validated upon reading. Consequently, if the invalid document could not be reopened to fix the problem Now additional validation has been added for subdution interface, subduction slab, and gridded calculation parameters. In addition, these parameters are not validated upon reading. Instead they are validated upon writing and use.

3. The Atkinson-Boore ENA equations includes terms that are undefined when the closest distance to rupture was zero. This caused the attenuation equation to give undefined results for these cases, and very large ground motions close to zero distance. This problem was resolved by specifying a minimum distance of 1 km, instead of 0 km, for all variants of this attenuation equation, since no data closer than 1 km was used in developing these attenuation equations.

4. In the McVerry attenuation equations for New Zealand, previously the equation produced very large PGA ground motion predictions when used with deep slab sources. This occurred because for short periods the ground motion is predicted to increase with centroid depth . However, McVerry's equations are based on a data set with no events with a centroid depth greater than 149 km. Consequently, we have added a cap to the centroid depth used. The default value for this maximum centroid depth is 149 km.

5. In the McVerry attenuation equations based on Vs30, for some circumstances, the wrong ground motion predictor equations were used with some previous versions of EZ-FRISK. When this happened, the standard McVerry code was used, hence the user would be required to specify the New Zealand soil class directly, and the value of the Vs30 that the user specified would not be used to determine the New Zealand soil class. This problem has been resolved.

6. The McVerry attenuation equation variants for calculating the strongest horizontal component of ground motion, the intensity type previously was spectral acceleration at 5% damping. It has now been changed to the maximum rotated component of spectral acceleration at 5% damping. This should make it clearer which equation variants should be used for typical analyses.

In spectral matching:

7. The spectrum for external baseline corrected time history was not plotted correctly. This problem is now resolved.

8. Changing the target spectrum source in spectral matching did not cause the project document to be marked as modified. So if this was the only change, it did not get saved.

9. In calculating the target spectrum based on a PSHA uniform hazard spectrum, the amplitude unit of measure previously was assumed to be accelerations in G. Consequently, the target spectrum would not be correct if the PSHA was for pseudo-spectral velocity or displacement, or if the acceleration was in cm/sec/sec. Now, the target spectrum generation includes a units conversion step.

10. Previously, any seismic hazard analysis with output results in the same project could be selected as the source of a uniform hazard spectrum for use as the target spectrum for spectral matching. However, some seismic hazard analyses cannot produce a useful uniform hazard spectrum. For example, the seismic hazard analysis might have no PSHA calculations, or it might be based on a non-spectral intensity type such as peak ground velocity. Now, the program only allows selection from analyses that are spectral and have two amplitudes.

http://www.4shared.com/file/T7J52GXe/v75203.html
password:
CivilEA
Mirror Links: EZ-Frisk v7.52 Build 003 (Install + Medicine)
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http://rapidshare.com/files/53591570..._Build_003.rar
http://www.bufiles.com/tlby2s81iwa6.html
http://www.megaupload.com/?d=2XOIMJB7
RAR password: CivilEA
Recommendations:
1.Jumbofiles.com, use "JDownloader", supported multiple-segments, resumeable downloading
2.Bufiles.com, use any download accerelator, supported resumeable downloading

[M@hdi42]

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J-Sesame
http://forum.civilea.com/Thread-j-sesame
Size: 6.58 MB

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

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

Site effects associated with local geological conditions constitute an important part of any seismic hazard assessment. Many examples of catastrophic consequences of earthquakes have demonstrated the importance of reliable analyses procedures and techniques in earthquake hazard assessment and in earthquake risk mitigation strategies. Ambient vibration recordings combined with the H/V spectral ratio technique have been proposed to help in characterising local site effects. This document presents practical user guidelines and software for the implementation of the H/V spectral ratio technique on ambient vibrations.

The H/V spectral ratio method is an experimental technique to evaluate some characteristics of soft-sedimentary (soil) deposits. Due to its low-cost both for the survey and analysis, the H/V technique has been frequently adopted in seismic microzonation investigations. However, it should be pointed out that the H/V technique alone is not sufficient to characterise the complexity of site effects and in particular the absolute values of seismic amplification. The method has proven to be useful to estimate the fundamental period of soil deposits. However, measurements and the analysis should be performed with caution. The main recommended application of the H/V technique in microzonation studies is to map the fundamental period of the site and help constrain the geological and geotechnical models used for numerical computations. In addition, this technique is also useful in calibrating site response studies at specific locations.

These practical guidelines recommend procedures for field experiment design, data processing and interpretation of the results for the implementation of the H/V spectral ratio technique using ambient vibrations. The recommendations given here are the result of a consensus reached by the participants of the European research project SESAME (Contract. No. EVG1-CT-2000-00026), and are based on comprehensive and detailed research work conducted during three years.

It is highly recommended that prior to planning a measurement campaign on ambient vibrations, a local geological survey, especially on Quaternary deposits, should be performed. Interpretation of the H/V results will be greatly enhanced when combined with geological, geophysical and geotechnical information.

In spite of its limitations, the H/V technique is a very useful tool for microzonation and site response studies. This technique is most effective in estimating the natural frequency of soft soil sites when there is a large impedance contrast with the underlying bedrock. The method is especially recommended in areas of low and moderate seismicity, due to the lack of significant earthquake recordings, as compared to high seismicity areas.

https://www.uib.no/rg/geodyn/artikle...ftware#jsesame
ftp://billy.geo.uib.no/pub/seismo/SOFTWARE/SESAME/
http://www.4shared.com/file/onnvyLim/sesame.html

[M@hdi42]

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SHAKE 2000 v.2
http://forum.civilea.com/Thread-shake-2000-v-2-reupload
SHAKE2000 is a Windows based, user-friendly computer program that will help geotechnical earthquake engineers and researchers with the analysis of site-specific response and the evaluation of earthquake effects on soil deposits.

SHAKE2000 is a software package that integrates ShakEdit and SHAKE. ShakEdit was originally developed as a Windows application that provided a graphical interface for SHAKE. It was originally conceived as an aid to the user in the creation of the input file and the graphical display of the program’s numeric output. SHAKE was developed at the University of California, Berkeley, by H. Bolton Seed, John Lysmer and Per B. Schnabel. SHAKE computes the response in a system of homogeneous, visco-elastic layers of infinite horizontal extent subjected to vertically travelling shear waves


All thanks for Benny and Perceptor(Banned)

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

http://www.4shared.com/dir/30159368/...E_2000_V2.html
SHAKE2000
A Computer Program for Equivalent-Linear Site Response Analysis


http://www.shake2000.com/
http://ifile.it/c3w15tx/0002EKAHS_www.civilea.com.rar
or
http://www.mediafire.com/file/vkexn7...ivilea.com.rar
http://hotfile.com/dl/127000251/207e...a.com.rar.html