Cyclic response characteristics of retrofitted moment resisting connections-Reference-Cited by-同舟云学术

Cyclic response characteristics of retrofitted moment resisting connections

Published:2009-03 Issue:3 Volume:65 Page:586-598
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Ghobadi M.S.,Mazroi A.,Ghassemieh M.

Publisher

Elsevier BV

Subject

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

Reference29 articles.

1. FEMA. Recommended seismic design criteria for new steel moment-frame buildings. Report no. FEMA-350. Federal Emergency Management Agency; 2000

2. FEMA. State of the art report on welding and inspection. Report no. FEMA-355B. Federal Emergency Management Agency; 2000

3. FEMA. State of the art report on connection performance. Report no. FEMA-355D. Federal Emergency Management Agency; 2000

4. AISC. Prequalified connections for special and intermediate steel moment frames for seismic applications. Chicago (IL): American Institute of Steel Construction; 2005

5. Nakashima M, Tateyama E, Morisako K, Suita K. Full-Scale test of beam-column subassemblages having connection details of shop-welding type. Structural Engineering Worldwide, Elsevier Science (CD-ROM). Paper Ref. T158-7; 1998

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