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دانلود آخرین نسخه کرک شده Simulia Abaqus |
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منبع : سیویل استارز دانلود آخرین نسخه کرک شده Simulia Abaqus 6.11.1 Win32 ISO 
In response to expanding industry demand for realistic simulation, the new release delivers on more than 100 customer-requested enhancements for modeling, performance, usability visualization, multiphysics, and core mechanics. Designers, engineers, and researchers in all industries can use the new capabilities to rapidly assess realistic physical behavior of materials and products, in order to improve product performance while reducing development time and cost.
SIMULIA enables collaboration on performing virtual tests and meeting performance requirements. Its portfolio provides powerful tools that enable fast, accurate performance studies on parts, assemblies, components, and products designed with new version 6.11.
About Simulia
SIMULIA is the Dassault Systemes brand that delivers a scalable portfolio of Realistic Simulation solutions including the Abaqus product suite for Unified Finite Element Analysis, multiphysics solutions for insight into challenging engineering problems, and lifecycle management solutions for managing simulation data, processes, and intellectual property. By building on established technology, respected quality, and superior customer service, SIMULIA makes realistic simulation an integral business practice that improves product performance, reduces physical prototypes, and drives innovation. Headquartered in Providence, RI, USA, with R&D centers in Providence and in Suresnes, France, SIMULIA provides sales, services, and support through a global network of over 30 regional offices and distributors.
About Dassault Systemes
As a world leader in 3D and Product Lifecycle Management (PLM) solutions, Dassault Systemes brings value to more than 130,000 customers in 80 countries. A pioneer in the 3D software market since 1981, Dassault Systemes applications provide a 3D vision of the entire lifecycle of products from conception to maintenance to recycling. The Dassault Systemes portfolio consists of CATIA for designing the virtual product – SolidWorks for 3D mechanical design – DELMIA for virtual production – SIMULIA for virtual testing – ENOVIA for global collaborative lifecycle management, EXALEAD for search-based applications and 3DVIA for online 3D lifelike experiences.
About Simulia Abaqus 6.11
With new capabilities and more than 100 customer-requested enhancements, Abaqus 6.11 delivers on SIMULIA’s strategic commitment to provide scalable, high-quality realistic simulation solutions. SIMULIA customers in a wide range of industries including aerospace, automotive, consumer packaged goods, energy, and life sciences are using Abaqus to explore the real-world physical behavior of products and materials, in order to improve performance, reliability and safety, while reducing development time and costs.
Abaqus 6.11 marks the first release of the Abaqus Topology Optimization Module (ATOM). This add-on product enables Abaqus users to perform topology and shape optimization for single parts and assemblies, while taking into account large deformation, material nonlinearity and contact.
Abaqus 6.11 also introduces a new electromagnetics solution technology to solve problems requiring time-harmonic eddy current analysis, such as the hardening of a bearing surface due to induction. In addition, this release provides a new smoothed particle hydrodynamics capability for modeling violent free-surface flows, such as fluid sloshing
لینک دانلود به همراه کرک:
برای لینک کمکی دانلود به همراه کرک از سیویل استارز کلیک کنید...
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یکشنبه بیست و یکم خرداد 1391 |
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seismo signal |
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فیلم آموزشی نرم افزار seismo signal پسوورد: hmdmahmoudi.blogfa.com لینک کمکی
دانلود
فیلم آموزشی seismo signal
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سه شنبه بیست و ششم اردیبهشت 1391 |
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نرم افزار تجزیه و تحلیل خطر لرزه ای (OHAZ) |
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دانلود نرم افزار تجزیه و تحلیل خطر لرزه ای (OHAZ)
(Seismic Hazard Analysis software OHAZ) نرم افزار تحت جاوا و ... Java based Seismic Hazard analysis program which can be used like Crisis 2007, or FRISK. It has in built function to calculate beta parameter from the earthquake catalogue... i feel sorry to moderators for not attaching the screen shot for that but with slow speed internet with people like us its very diffcult to make it in very short time we got.. ohaz_jre.rar (9,543 MB) برای دانلود اینجا کلیک کنید... http://www.4shared.com/file/pOvtGAUI/ohaz_jre.html و یا برای حل مشکل دانلود اینجا کلیک کنید... برای مشاهدات و کنترل پوسته زمین(ژئودینامیک) دیدن مطلب زیر خالی از لطف نیست... HARMONIZATION OF SEISMIC HAZARD MAPS FOR THE WESTERN BALKAN COUNTRIES BSHAP APRIL Progress Report - 2009 برای دانلود اینجا کلیک کنید... http://www.wbseismicmaps.org/Documents/3rd%20SIX%20MONTH.pdf
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سه شنبه بیست و ششم اردیبهشت 1391 |
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نرم افزار مهندسی زلزله با کرک |
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EZ-Frisk v7.52 Build 003 -Install + Medicine Size: 55.6 MB 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)
http://www.filesonic.com/file/1016421041/EZFrisk V7.52 Build 003.rar
http://jumbofiles.com/kvu3iq61kheh/EZFrisk V7.52 Build 003.rar.html
http://www.fileserve.com/file/aZ4EjxR/EZFrisk V7.52 Build 003.rar
http://rapidshare.com/files/53591570/EZFrisk_V7.52_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
نکته 1: لینک زیر تست شده و سالم برای دانلود می باشد. نکته 2 : بعد از دانلود و خارج کردن برنامه و نصب آن بدون اجرای برنامه کرک را اور رایت کنید و در زمان اجرای برنامه در قسمت use offline Authentication تیک آن را زده و بصورت آفلاین وارد برنامه خواهید شد. شاید چندبار تکرار لازم باشد... RAR password: CivilEA http://rapidshare.com/files/53591570/EZFrisk_V7.52_Build_003.rar لینک مشابه EZ-FRISK 7.60 Build 001 - Informatio
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سه شنبه بیست و ششم اردیبهشت 1391 |
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نرم افزارهای تخصصی مهندسی زلزله |
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دانلود نرم افزارهای تخصصی مهندسی زلزله - GEDCO OMNI 3D Design 11.0 Size: 386.7 MB
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.
دانلود نرم افزارهای تخصصی مهندسی زلزله
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سه شنبه بیست و ششم اردیبهشت 1391 |
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تابع چگالی طیفی |
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برنامه ای برای ترسیم تابع چگالی طیفی و تابع خودهمبستگی زلزله تحت matlab لینک زیر حاوی برنامه Matlab برای رسم تابع چگالی طیفی و تابع خودهمبستگی می باشد. نکته: اگر فایل باز شد با استفاده از ذخیره در (Save as) فایل را در مسیر مورد نظر ذخیره نمایید...
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سه شنبه بیست و ششم اردیبهشت 1391 |
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مدیریت نیروی انسانی و ماشین آلات در پروژه های عمرانی |
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دارا بودن منابع لازم برای اجرای پروژه های بزرگ صنعتی – عمرانی به ویژه نیروی انسانی ماهر و مدیر از شروط اصلی برای رسیدن به این امر مهم می باشد.
امروز توان مدیریتی ، مدیران کار آمد ، عنصری شناخته شده و اساسی در طراحی وهدایت سیستمها می باشند در واقع اعمال صحیح مدیریت تاثیری مستقیم در بهبود روشها ، تقلیل هزینه ها ، افزایش بازدهی ، رشد کمی و کیفی و کاهش زمان اجرای طرحها و برنامه ها دارد
برای دانلود از ایران سازه اینجا کلیک کنید..
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سه شنبه بیست و ششم اردیبهشت 1391 |
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طراحی ساختمان تجاری مسکونی |
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منبع : آموزش مقدماتی نرم افزار های عمرانی دانلود فایلهای طراحی ساختمان تجاری مسکونی بتنی چهار طبقه نقل قول : دراین یادداشت فایل های طراحی با ETABS و SAFE وهمچنین نقشه های اجرائی یک ساختمان تجاری مسکونی واقع در شهر ایلام با اسکلت بتنی با قاب خمشی وشکل پذیری متوسط برای استفاده دانشجویان وسایر علاقه مندان به موضوع درج می گردد. "ETABS" VERSION "9.7.0" + فایل اتوکد و ... برای دانلود اینجا کلیک کنید...
http://s3.picofile.com/file/7380561505/RC_MRF_4ST.rar.htm
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سه شنبه بیست و ششم اردیبهشت 1391 |
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مدل سازی و طراحی پی |
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منبع : آموزش مقدماتی نرم افزار های عمرانی دانلود فایل مقدمه ای بر مدل سازی و طراحی پی نقل قول : در این یاد داشت مقدمه مدل سازی پی نواری با استفاده از خروجی ETABS بشرح فایل زیر بیان می گردد. برای مدل سازی و طراحی از خروجی های نرم افزار های ETABS یا SAP2000 استفاده می گردد. برای دانلود روی لینک زیر کلیک کنید...
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سه شنبه بیست و ششم اردیبهشت 1391 |
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Landscape Architecture - June 2011 |
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English | PDF | 152 pages | 76.5MB Landscape Architecture
- the magazine of the American Society of Landscape Architects provides
timely information on built landscapes and new techniques for
ecologically sensitive planning and design.
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دوشنبه چهارم اردیبهشت 1391 |
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Basic Civil Engineering |
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S S Bhavikatti, "Basic Civil Engineering"
New Age International (P) Ltd. | 2010 | ISBN: 8122427774 | 304 pages | PDF | 3,3 MB
http://uploading.com/files/m83be519/8122427774CivilEngineering.rar
http://sharingmatrix.com/file/11916959/8122427774CivilEngineering.rar
http://ifile.it/2st75f0/8122427774.pdfhttp://mediafire.com
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یکشنبه سوم اردیبهشت 1391 |
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Soil Foundation Structure Interaction |
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Soil Foundation Structure Interaction
Author: Rolando P. Orense, Nawawi Chouw, Michael J. Pender Ed. | Size: 8.81 MB | Format: PDF | Publisher: CRC Press | Year: 2010 | pages: 255 | ISBN: ISBN: 978-0-415-60040-8 (Hbk)
The
proceedings consist of 28 high quality papers from geotechnical and
structural engineers and researchers which have been individually
refereed to check for relevance to the theme of the workshop as well as
for quality of technical content and presentation. In addition, full
accounts of the two discussion sessions are also included in this
volume. The editors therefore hope that the papers presented in this
workshop will further advance our understanding of
soil-foundation-structure interaction.
The Soil-Foundation-Structure
InteractionWorkshop (SFSI 09) held at the University of Auckland, New
Zealand from 26–27 November 2009 brought together representatives from
several of these groups to review the current state of development,
discuss the potential for application in performance based design, and
consider how work in this area might develop in the next few years. The
emphasis in the workshop was on application of these ideas to the
foundation design process.
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یکشنبه سوم اردیبهشت 1391 |
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دو کتاب معروف دینامیک |
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کتاب Dynamisc of Structures , 3th edition منبع : ایران
سازه (
دینامیک سازه ها نوشته چوپرا ویرایش سوم سال 2007 )
دانلود کتاب Dynamics of Structures , By :
Clough & Penzin ( دینامیک سازه ها نوشته : کلاف و پنزین )
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یکشنبه سوم اردیبهشت 1391 |
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Bayesian Methods for Structural Dynamics and Civil Engineering |
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منبع : ایران سازه Bayesian Methods for Structural Dynamics and Civil Engineering http://avaxhome.ws/ebooks/engeneering_technology/0470824549Bayesian.html
Ka-Veng Yuen, "Bayesian Methods for Structural Dynamics and Civil
Engineering"
Wiley | 2010 | ISBN: 0470824549 | 320 pages | PDF | 6,5 MB
Bayesian methods are a powerful tool in many areas of science and
engineering, especially statistical physics, medical sciences,
electrical engineering, and information sciences. They are also ideal
for civil engineering applications, given the numerous types of modeling
and parametric uncertainty in civil engineering problems. For example,
earthquake ground motion cannot be predetermined at the structural
design stage. Complete wind pressure profiles are difficult to measure
under operating conditions. Material properties can be difficult to
determine to a very precise level - especially concrete, rock, and soil.
For air quality prediction, it is difficult to measure the hourly/daily
pollutants generated by cars and factories within the area of concern.
It is also difficult to obtain the updated air quality information of
the surrounding cities. Furthermore, the meteorological conditions of
the day for prediction are also uncertain. These are just some of the
civil engineering examples to which Bayesian probabilistic methods are
applicable.
* Familiarizes readers with the latest developments in the field
* Includes identification problems for both dynamic and static systems
* Addresses challenging civil engineering problems such as modal/model
updating
* Presents methods applicable to mechanical and aerospace engineering
* Gives engineers and engineering students a concrete sense of
implementation
* Covers real-world case studies in civil engineering and beyond, such
as:
o structural health monitoring
o seismic attenuation
o finite-element model updating
o hydraulic jump
o artificial neural network
o air quality prediction
* Includes other insightful daily-life examples
* Companion website with MATLAB code downloads for independent practice
* Written by a leading expert in the use of Bayesian methods for civil
engineering problems
This book is ideal for researchers and graduate students in civil and
mechanical engineering or applied probability and statistics. Practicing
engineers interested in the application of statistical methods to solve
engineering problems will also find this to be a valuable text.
MATLAB code and lecture materials for instructors available at
wiley.com/go/yuen
Download
uploading.com
http://uploading.com/files/6186579e/0470824549Bayesian.rar/
turbobit.net
http://turbobit.net/g6j6jnf9ymxg.html
megaupload.com
http://www.megaupload.com/?d=3SQ7RH1H
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یکشنبه سوم اردیبهشت 1391 |
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345 مسئله حل شده طراحی لرزه ای نوشته مجید برادر |
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منبع : سیویل استارز
345 مسئله حل شده طراحی لرزه ای نوشته
مجید برادر
345 Solved Seismic Design Problems Book Description
-- Practice problems covering seismic topics
-- Full solutions shown
- Practice problems covering seismic topics
- Full solutions shown
Publisher: Professional Publications (CA)
Author: Majid Baradar
Edition Number: 4
Language: English
ISBN: 1888577355
EAN: 9781888577358
No. of Pages: 200
Binding: Paperback
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یکشنبه سوم اردیبهشت 1391 |
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Guidelines for the Seismic Design of Oil and Gas Pipeline Systems |
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منبع : ایران سازه Guidelines for the Seismic Design of Oil and Gas Pipeline Systems Guidelines for
the Seismic Design of Oil and Gas Pipeline Systems
By American Society of Civil Engineers. Committee on Gas and Liquid Fuel
Lifelines
--------------------------------------------------------------------------------
Publisher: Amer Society of Civil Engineers
Number Of Pages: 473
Publication Date: 1984-06
ISBN-10 / ASIN: 0872624285
ISBN-13 / EAN: 9780872624283
Binding: Paperback
MIRROR
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یکشنبه سوم اردیبهشت 1391 |
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دینامیک سازه پیشرفته و کنترل فعال سازه ها |
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منبع : سیویل استارز
دینامیک سازه پیشرفته و کنترل فعال سازه ها Advanced Structural Dynamics and Active Control of Structures Mechanical Engineering Series Frederick F. Ling Series Editor Wodek K. Gawronski Jet Propulsion Laboratory California Institute of Technology Pasadena, CA 91109, USA wodek.k.gawronski@jpl.nasa.gov Series Editor Frederick F. Ling Ernest F. Gloyna Regents Chair in Engineering, Emeritus Department of Mechanical Engineering The University of Texas at Austin Austin, TX 78712-1063, USA and William Howard Hart Professor Emeritus Department of Mechanical Engineering, Aeronautical Engineering and Mechanics Rensselaer Polytechnic Institute Troy, NY 12180-3590, USA دانلود http://www.4shared.com/document/bIal3Fg8/Advanced_Structural_Dynamics_A.html
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یکشنبه سوم اردیبهشت 1391 |
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کتابچه گزارش مهندسی زلزله ... |
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منبع : سیویل استارز کتابچه گزارش مهندسی زلزله ... Pacific Earthquake Engineering Research Center A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings Theory and Preliminary Evaluation Anil K. Chopra University of California Berkeley Rakesh K. Goel California Polytechnic State University San Luis Obispo A report on research conducted under grant no. CMS-9812531 from the National Science Foundation U.S.-Japan Cooperative Research in Urban Earthquake Disaster Mitigation PEER Report 2001/03 Pacific Earthquake Engineering Research Center College of Engineering University of California Berkeley January 2001 (...FEMA-273 Pushover Analysis) دانلود
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یکشنبه سوم اردیبهشت 1391 |
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Solved Seismic Design Problems, 4th Edition |
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منبع : ایران سازه Solved Seismic Design Problems, 4th Edition
Majid Baradar PE, Majid Baradar, "345 Solved Seismic Design Problems, 4th Edition"
Professional Publications, Inc | 2000 | ISBN: 1888577355 | 126 pages | PDF | 19,8 MB
Provides civil PE exam candidates, as well as engineers unfamiliar with
the subject, a fighting chance to learn and understand basic seismic
principles and how the codes impose seismic considerations into
engineered design. Softcover. DLC: Earthquake resistant
design--Examinations Study guides.
Summary: Good book, but not very difficult
Rating: 4
Having taken the exam several times, I have an idea about how the
problems on the exam look. This is a good book for learning the
concepts, but the problems on the exam are more difficult and trickier.
Expect to see all kinds of live loads for warehouses or partition loads
in the seismic load and factors from load combinations as well as
problems with non-building structures and mechanical equipment. The book
covers these subjects but not very thoroughly Download
uploading.com
http://uploading.com/files/dbad83mc/1888577355SeismicDesign.rar/
depositfiles.com
http://depositfiles.com/files/r8201zz3n
filesonic.com
http://www.filesonic.com/file/21088733/1888577355SeismicDesign.rar
منبع : سیویل استارز
345 مسئله حل شده طراحی لرزه ای نوشته مجید برادر
![[تصویر: 41f08c%2BeeyL.jpg]](http://ecx.images-amazon.com/images/I/41f08c%2BeeyL.jpg)
345 Solved Seismic Design Problems Book Description
-- Practice problems covering seismic topics
-- Full solutions shown
- Practice problems covering seismic topics
- Full solutions shown
Publisher: Professional Publications (CA)
Author: Majid Baradar
Edition Number: 4
Language: English
ISBN: 1888577355
EAN: 9781888577358
No. of Pages: 200
Binding: Paperback
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یکشنبه سوم اردیبهشت 1391 |
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Seismic Design Manua |
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منبع : ايران سازه IBC Structural/Seismic Design Manual, Volume 1: Code Application Examples 
provides a step-by-step approach to applying the structural provisions of the 2006 International Building Code.
Author: Structural Engineers Association of California
Format: Softcover
Copyright: 2006
Pages: 212
Description
2006 IBC Structural/Seismic Design Manual, Volume 1: Code Application
Examples provides a step-by-step approach to applying the structural
provisions of the 2006 International Building Code. This new edition has
been completely revised to reflect the latest design methods contained
in the 2006 IBC. The Manual's 57 examples illustrate the practical
application of a broad base of problems addressing both structural and
seismic issues. It is an invaluable resource for structural and civil
engineers, architects, code officials, and students.
From the Preface
This document is the initial volume in the three-volume 2006 IBC
Structural/Seismic Design Manual. It has been developed by the
Structural Engineers Association of California (SEAOC) with funding
provided by SEAOC. Its purpose is to provide guidance on the
interpretation and use of the seismic requirements in the 2006
International Building Code (IBC), published by the International Code
Council, Inc., and SEAOC's 2005 Recommended Lateral Force Requirements
and Commentary (also called the Blue Book).
The 2006 IBC Structural/Seismic Design Manual was developed to fill a
void that exists between the commentary of the Blue Book, which explains
the basis for the code provisions, and everyday structural engineering
design practice. The 2006 IBC Structural/Seismic Design Manual
illustrates how the provisions of the code are used. Volume I: Code
Application Examples, provides step-by-step examples for using
individual code provisions, such as computing base shear or building
period. Volumes II and III: Building Design Examples furnish examples of
seismic design of common types of buildings. In Volumes II and III,
important aspects of whole buildings are designed to show,
calculation-by-calculation, how the various seismic requirements of the
code are implemented in a realistic design.
The examples in the 2006 IBC Structural/Seismic Design Manual do not
necessarily illustrate the only appropriate methods of design and
analysis. Proper engineering judgment should always be exercised when
applying these examples to real projects. The 2006 IBC
Structural/Seismic Design Manual is not meant to establish a minimum
standard of care but, instead, presents reasonable approaches to solving
problems typically encountered in structural/seismic design.
The example problem numbers used in the prior Seismic Design Manual -
2000 IBC Volume I code application problems have been retained herein to
provide easy reference to compare revised code requirements.
From the Introduction
Volume I of the 2006 IBC Structural/Seismic Design Manual: Code
Application Examples deals with interpretation and use of the
structural/seismic provisions of the 2006 International Building Code
(IBC). The 2006 IBC Structural/Seismic Design Manual is intended to help
the reader understand and correctly use the IBC structural/seismic
provisions and to provide clear, concise, and graphic guidance on the
application of specific provisions of the code. It primarily addresses
the major structural/seismic provisions of the IBC, with interpretation
of specific provisions and examples highlighting their proper
application.
The 2006 IBC has had structural provisions removed from its text and has
reference several national standards documents for structural design
provisions. The primary references document is ASCE/SEI 7-05, which
contains the Minimum Design Loads for Buildings and Other Structures.
ASCE/SEI 7-05 is referenced for load and deformation design demands on
structural elements, National Material design standards (such as ACI,
AISC, MSJC and NDS) are then referenced to take the structural load
demands from ASCE/SEI 7-05 and perform specific material designs.
Volume I presents 58 examples that illustrate the application of
specific structural/seismic provisions of the IBC. Each example is a
separate problem, or group of problems, and deals primarily with a
single code provision. Each example begins with a description of the
problem to be solved and a statement of given information. The problem
is solved through the normal sequence of steps, each of which is
illustrated in full. Appropriate code references for each step are
identified in the right-hand margin of the page.
The complete 2006 IBC Structural/Seismic Design Manual will have three
volumes, Volumes II and III will provide a series of structural/seismic
design examples for buildings illustrating the seismic design of key
parts of common building types such as a large three-story wood frame
building, a tilt-up warehouse, a braced steel frame building, and a
concrete shear wall building.
While the 2006 IBC Structural/Seismic Design Manual is based on the 2006
IBC, there are some provisions of SEAOC's 2005 Recommended Lateral
Force Provisions and Commentary (Blue Book) that are applicable. When
differences between the IBC and Blue Book are significant they are
brought to the attention of the reader.
The 2006 IBC Structural/Seismic Design Manual is intended to be used by
practicing structural engineers and structural designers, building
departments, other plan review agencies, and structural engineering
students.
Link Code
http://www.4shared.com/document/hW4NU64L/2006_Structural_Seismic_Design.html
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یکشنبه سوم اردیبهشت 1391 |
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Dynamics of Structures , By : Clough & Penzin |
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منبع : ايران سازه دانلود کتاب
Dynamics of Structures , By : Clough & Penzin دینامیک سازه ها نوشته : کلاف و پنزین (Clough & Penzin) که توسط جناب آقای دکتر سعادت پور انتشارات دانشگاه صنعتی اصفهان چاپ شده است به حجم 48,517 مگابايت
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یکشنبه سوم اردیبهشت 1391 |
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![[Image: 69685807600054723774.jpg]](http://pic.civilea.net/images/69685807600054723774.jpg)
