Links

Back Home Next

 

Hit Counter

 

REPORTS - SEISMIC DESIGN OF BRIDGES (http://cms.transportation.org/?siteid=34&pageid=1800 )

bulletNew Revision to Guidelines for Seismic Design of Highway Bridges - with Commentary (as of March 2007)

Adobe PDF IconDraft Seismic Guide Specification - March 2007

Adobe PDF IconFinal Comments and Changes - Guidelines for LRFD Seismic Designs (03/2007)

Adobe PDF IconReference: Shear Strength and Deformability of RC Bridge Columns Subjected to Inelastic Cyclic

bullet

REPORT - Updating “Recommended LRFD Guidelines for theSeismic Design of Highway Bridges”

bullet

NCHRP 20-07/193 Task 6 

 

Fema Documents:

bulletFema58-35
bulletUSGS 2007 Documentation
bulletUSGS 2007 Figures

bulletFEMA 302,303,368,369 online
bulletFEMA 302 NEHRP Recommended Provisions for Seismic Regulations for New Buidlings
bulletFEMA 303 NEHRP Commentary for FEMA 302
bulletFEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings
bullet

This manual focuses on design and construction standards for new steel structures. The recommendations address the type of steel used, the way that columns and beams are connected, the way the steel is fabricated, the type of welding that is performed and techniques that are used to assure that the work is performed properly. FEMA recommends that the recommendations outlined in this publication be adopted in building codes and that in the meantime, engineers and building owners voluntarily use the guidelines when developing new structures.

Adobe PDF Icon Cover -- 136 KB
Adobe PDF Icon Chapter 1: Introduction -- 112 KB
Adobe PDF Icon Chapter 2: General Requirements -- 222 KB
Adobe PDF Icon Chapter 3: Connection Qualification -- 1054 KB
Adobe PDF Icon Chapter 4: Performance Evaluation -- 388 KB
Adobe PDF Icon Appendix A: Detailed Procedures For Performance Evaluation -- 342 KB
Adobe PDF Icon References, Bibliography, And Acronyms -- 104 KB
Adobe PDF Icon SAC Phase II Project Participants -- 80 KB

FEMA-355C State of the Art Report on Steel System Performance

File in pdf format (4300 kb)

FEMA-355D State of the Art Report on Steel Connection Performance

File in pdf format (2400 kb)

FEMA-356 Prestandard and Commentary for the Seismic Rehabilitation of Buildings - Complete Document PDF

FEMA-356 is an effort to translate the provisions in FEMA-273 — NEHRP Guidelines for the Seismic Rehabilitation of Buildings into a national consensus standard. The resulting document, FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Buildings, is as follows
 

Cover of FEMA 356 Prestandard

72 Kbytes, 12/01/00

FEMA 356 Prestandard Table of Contents

 

261 Kbytes, 12/01/00

FEMA 356 Prestandard List of Figures

30 Kbytes, 12/01/00

FEMA 356 Prestandard List of Tables

 

61 Kbytes, 12/01/00

Chapter 1 of FEMA 356 Prestandard

 

442 Kbytes, 12/01/00

Chapter 2 of FEMA 356 Prestandard

 

520 Kbytes, 12/01/00

Chapter 3 of FEMA 356 Prestandard

 

515 Kbytes, 12/01/00

Chapter 4 of FEMA 356 Prestandard

 

475 Kbytes, 12/01/00

Chapter 5 of FEMA 356 Prestandard

 

938 Kbytes, 12/01/00

Chapter 6 of FEMA 356 Prestandard

 

1,070 Kbytes, 12/01/00

Chapter 7 of FEMA 356 Prestandard

 

650 Kbytes, 12/01/00

Chapter 8 of FEMA 356 Prestandard

 

691 Kbytes, 12/01/00

Chapter 9 of FEMA 356 Prestandard

 

528 Kbytes, 12/01/00

Chapter 10 of FEMA 356 Prestandard

 

382 Kbytes, 12/01/00

Chapter 11 of FEMA 356 Prestandard

 

649 Kbytes, 12/01/00

FEMA 356 Prestandard Appendix A

 

59 Kbytes, 12/01/00

FEMA 356 Prestandard Symbols

 

374 Kbytes, 12/01/00

FEMA 356 Prestandard Acronyms

 

22 Kbytes, 12/01/00

FEMA 356 Prestandard Definitions

 

100 Kbytes, 12/01/00

FEMA 356 Prestandard References

 

93 Kbytes, 12/01/00

FEMA 356 Prestandard Index

 

309 Kbytes, 12/01/00

 

FEMA-310

Introduction 

The American Society of Civil Engineers (ASCE) contracted with the Federal Emergency Management Agency (FEMA) to convert FEMA 178, NEHRP Handbook for the Seismic Evaluation of Existing Buildings into a prestandard. The development of the prestandard was the first step in turning FEMA 178 into an American National Standards Institute (ANSI) approved national consensus standard. The document was completed in January 1998 and is published as FEMA 310, Handbook for the Seismic Evaluation of Buildings--A Prestandard.


Notice 

American Society of Civil Engineers (ASCE) has completed its effort to turn FEMA 310 into a national consensus-based standard. The document is now known as ASCE 31-02 and supercedes FEMA 310. Therefore, the document on this page is for information purposes only. For more information on obtaining a copy of ASCE 31-02, please contact ASCE at www.asce.org

This report was prepared under a cooperative agreement between the Federal Emergency Management Agency and the American Society of Civil Engineers. Any opinions, findings, conclusions, or recommendations expressed in this publication do not necessarily reflect the views of FEMA or ASCE.  Additionally, neither FEMA, ASCE, nor any of their employees make any warranty, expressed or implied, nor assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, product, or process included in this publication. Users of information from this publication assume all liability arising from such use. 

Due to electronic incompatibilities, the entire FEMA 310 electronic version is not available. Also, the format may not be exactly as shown in the published version. However, the content is the same as the published version. 

The following files are downloadable files containing the original document FEMA 310, Handbook for the Seismic Evaluation of Buildings. The files are available in portable document format (PDF). Adobe Acrobat Reader, version 3.0 or later, is required to view and print the PDF files.  A link has been provided to download the Acrobat Reader software to your computer, should you need it.
 

Whole document FEMA310

File Name PDF File
Chapter 1  116 KBytes, 10/01/99 
Chapter 2  93 KBytes, 10/01/99 
Chapters 3.0 through 3.4  37 KBytes, 10/01/99 
Chapters 3.5 through 3.6  48 KBytes, 10/01/99 
Chapter 3.7  700 KBytes, 10/01/99 
Chapter 3.8  29 KBytes, 10/01/99 
Chapter 3.9  15 KBytes, 10/01/99 
Chapters 4.0 through 4.1  14 KBytes, 10/01/99 
Chapter 4.2: the front of the section  179 KBytes, 10/01/99 
Chapter 4.2: the end of the section  69 KBytes, 10/01/99 
Chapter 4.3  158 KBytes, 10/01/99 
Chapter 4.4  178 KBytes, 10/01/99 
Chapter 4.5  65 KBytes, 10/01/99 
Chapter 4.6  49 KBytes, 10/01/99 
Chapter 4.7  21 KBytes, 10/01/99 
Chapter 4.8  73 KBytes, 10/01/99 
Chapter 5  24 KBytes, 10/01/99 


 

 

 

Earthquake Records

SAC records (including report describing rationale for development)

California Strong Motion Instrumentation Program (CSMIP)

US Geological Survey

Pacific Earthquake Engineering Research Center (PEER)

Berkeley Digital Seismic Network

Northern California Earthquake Data Center (NCDEC)

Southern California Earthquake Center (SCEC)
 

Review of AISC-LRFD Steel Design

Notes in pdf format.

 

 

USGS Sites:

bullet USGS Hazard Maps

Liquefaction Related Sites:

bulletUniversity of Washington Liquefaction Site
bulletCPT Liquefaction Site
bulletSmart Structures Technology Laboratory
bulletLiquefaction analysis using SPT based on the methodology developed by Raymond Seed et al. (http://nisee.berkeley.edu/library/seed2/ April 2003 - Part 1, Part 2, Part 3, and Part4.

Software:

bulletEERA -web site
bulletEERA - Program - Zip Format
bulletNonlinear Program (NONLIN) - Manual
bullet NONLIN is a Microsoft Windows based application for the dynamic analysis of single degree of freedom structural systems. The structure may be modeled as elastic, elastic-plastic, or as a yielding system with an arbitrary level of secondary stiffness. The secondary stiffness may be positive, to represent a strain hardening system, or negative, to model P-Delta effects. The dynamic loading may be input as an earthquake accelerogram acting at the base of the structure, or as a linear combination of sine, square, or triangular waves applied at the roof of the structure. The program uses a step-by-step method to solve the incrementally nonlinear equations of motion.
bullet 
bullet Nonlinear Program (NONLIN) - Earthquakes
bulletNonlinear Program (NONLIN) - Program
bulletSmart Structures Technology Laboratory
bulletShake2000 Site
bulletLiquefyPro
bulletPro-Shake
 

Other Useful Sites:

bulletRosrine
bulletMid America Earthquake (MAE) Center
bulletPacific Earthquake Engineering Research (PEER) Center
bulletLink to Paul Mayne Web Page
bulletElastic Rebound Theory
bulletSoil Dynamics and Geotechnical Earthquake Engineering
bulletSoil Dynamic and Soil-structure-interaction

 

Finite Element

WinFElt - FElt is an open source system for finite element analysis. The current version of FElt knows how to solve linear static and dynamic structural and thermal analysis problems; it can also do modal and spectral analysis for dynamic problems. FElt's element library currently contains fourteen elements. Click here to download a copy of the WinFElt. An input file for the example problem 6.2 on page 291 of Logan's " A First Course in the Finite Element Method" is available: example_p291.flt.

ZEUS-NL is the analysis and simulation platform of the MAE Center. It is a state-of-the-art 3D static and dynamic analysis platform specifically developed for earthquake engineering applications. Its extreme efficiency, accuracy, verification and user-friendly graphical user interface has made it easier than ever to undertake inelastic large displacement analysis of complex frames using the fiber approach, with a suite of material models and elements. ZEUS-NL is available free-of-charge. The MAE Center requires that publications including results from ZEUS-NL to include an acknowledgement of the MAE Center and the National Science Foundation (cooperative agreement ......). the free ZEUS NL license expires on 31 December of each year, and a new version can be downloaded on 1 January of the next year. To review the ZEUS-NL manual and application example, click on the below links:

ZEUS-NL Manual

ZEUS-NL Setup EXE (Version 1.6.3)

 

 

 

 

Copyright or other proprietary statement goes here.
For problems or questions regarding this web contact [spezeshk@memphis.edu].
Last updated: January 13, 2012.