Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study-Reference-Cited by-同舟云学术

Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study

Published:2017-01 Issue: Volume:131 Page:477-491
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zeinizadeh Jeddi Mahdi,Ramli Sulong N.H.,Arabnejad Khanouki M.M.

Funder

Ministry of Higher Education, Malaysia

UMRG RP004C-13AET

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference44 articles.

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2. Design and construction of concrete-filled steel tube column system in Japan;Morino;Earthq Eng Eng Seismol,2002

3. Design guide for concrete filled hollow section columns under static and seismic loading;Bergmann,1995

4. Steel moment frames for earthquakes in United States and Japan;Nakashima;J Struct Eng,2000

5. Designing with structural tubing;Sherman;Eng J – Am Inst Steel Constr,1996

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