Performance Evaluation of Damaged Steel Frame Buildings Subjected to Seismic Loads-Reference-Cited by-同舟云学术

Performance Evaluation of Damaged Steel Frame Buildings Subjected to Seismic Loads

Published:2004-04 Issue:4 Volume:130 Page:588-599
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Kihak¹,Foutch Douglas A.²

Affiliation:

1. Assistant Professor of Architectural Engineering, Sejong Univ., 98 Gunja-Dong, Gwangjin-Gu, Seoul 143-747, Republic of Korea (corresponding author).

2. Professor of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

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%282004%29130%3A4%28588%29

Reference16 articles.

1. Bonowitz D. and Youssef N. (1995). “SAC survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake.” SAC 95-06 SAC Joint Venture Richmond Calif.

2. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines

3. Federal Emergency Management Agency (FEMA). (1998). “NEHRP recommended provisions for seismic regulations for new buildings and other structures.” FEMA 302 1997 Ed. FEMA Washington D.C.

4. Federal Emergency Management Agency (FEMA). (2000). “Recommended postearthquake evaluation and repair criteria for welded steel moment-frame buildings.” FEMA 352 FEMA Washington DC.

5. Foutch D. A. (2000). “State of art report on performance prediction and evaluation of moment-resisting steel frame structures.” SAC Rep. No. FEMA 355f FEMA Washington D.C.

Cited by 66 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic fragility analysis of girder bridges under mainshock‐aftershock sequences based on input‐output hidden Markov model;Earthquake Engineering & Structural Dynamics;2024-06-27

2. Deep learning enabled seismic fragility evaluation of structures subjected to mainshock-aftershock earthquakes;Urban Lifeline;2024-02-05

3. Elevated collapse risk based on decaying aftershock hazard and damaged building fragilities;Earthquake Spectra;2024-01-04

4. Seismic collapse assessment of intermediate RC moment frames subjected to mainshock-aftershock sequences;Results in Engineering;2023-12

5. Aftershock collapse capacity assessment of special steel moment frame structures;Structures;2023-10