Connection overstrength in steel-braced RC frames-Reference-Cited by-同舟云学术

Connection overstrength in steel-braced RC frames

Published:2008-07 Issue:7 Volume:30 Page:1938-1948
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Maheri Mahmoud R.,Ghaffarzadeh H.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. Behavior of RC frame strengthened using structural-steel bracing;Bush;Journal of Structural Engineering, ASCE,1991

2. Steel bracing of RC frames for seismic retrofitting;Badoux;Journal of Structural Engineering, ASCE,1990

3. Experimental studies on retrofitting of reinforced concrete structural members;Higashi,1981

4. Seismic strengthening of eight-storey RC apartment building using steel braces;Nateghi-Alahi;Engineering Structures,1995

5. Usami H, Azuchi T, Kamiya Y, Ban H. Seismic strengthening of existing reinforced concrete buildings in Shizuoka prefecture, Japan. In: Proc. 9th world conf. on earthquake engineering, vol. VII. 1988. p. 421–6

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