Assessment of Improved Nonlinear Static Procedures in FEMA-440-Reference-Cited by-同舟云学术

Assessment of Improved Nonlinear Static Procedures in FEMA-440

Published:2007-09 Issue:9 Volume:133 Page:1237-1246
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Akkar Sinan¹²,Metin Asli¹²

Affiliation:

1. Associate Professor, Earthquake Engineering Research Center, Middle East Technical Univ., 06531 Ankara, Turkey. E-mail: sakkar@metu.edu.tr

2. Structural Engineer, Coyne and Bellier Engineering and Consultancy, 06520 Ankara, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A9%281237%29

Reference19 articles.

1. Effect of peak ground velocity on deformation demands for SDOF systems

2. Statistical Evaluation of Approximate Methods for Estimating Maximum Deformation Demands on Existing Structures

3. American Society of Civil Engineers (ASCE). (2000). “Prestandard and commentary on the seismic rehabilitation of buildings.” Rep. No. FEMA 356 Washington D.C.

4. Applied Technology Council (ATC). (1996). “Seismic evaluation and retrofit of concrete buildings.” Rep. No. ATC-40 Applied Technology Council Redwood City Calif.

5. Applied Technology Council (ATC). (2005). “Improvement of nonlinear static seismic analysis procedures.” Rep. No. FEMA-440 Washington D.C.

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