Conceptual Seismic Design of Regular Frames Based on the Concept of Uniform Damage-Reference-Cited by-同舟云学术

Conceptual Seismic Design of Regular Frames Based on the Concept of Uniform Damage

Published:2007-07 Issue:7 Volume:133 Page:945-955
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Park Kyungha¹²,Medina Ricardo A.¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: kyunghap@gmail.com

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742 (corresponding author). E-mail: ramedina@umd.edu

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%3A7%28945%29

Reference13 articles.

1. Alavi B. and Krawinkler H. (2000). “Effects of near-fault ground motions on frame structures.” JABEEC Rep. No. 138 Stanford Univ. Stanford Calif.

2. Gupta A. and Krawinkler H. (1999). “Seismic demands for performance evaluation of steel moment resisting frame structures.” JABEEC Rep. No. 132 Stanford Univ. Stanford Calif.

3. Seismic Overstrength in Reinforced Concrete Frames

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