Minimum column-to-beam strength ratios for beam–hinge mechanisms based on multi-objective seismic design-Reference-Cited by-同舟云学术

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Minimum column-to-beam strength ratios for beam–hinge mechanisms based on multi-objective seismic design

Published:2013-09 Issue: Volume:88 Page:53-62
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Choi Se Woon,Kim Yousok,Lee Jaehong,Hong Kappyo,Park Hyo Seon

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Seismic provisions for structural steel buildings (ANSI/AISC 341-05);AISC,2005

2. Reinforced concrete structure;Park,1975

3. Reduction of column yielding during earthquakes for reinforced concrete frames;Kuntz;ACI Struct J,2003

4. Revised rule for concepts of strong-column weak-girder design;Lee;J Struct Eng,1996

5. Column-to-beam strength ratio required for ensuring beam-collapse mechanisms in earthquake responses of steel moment frames;Nakashima,2000

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