Mechanical models for the analysis of bolted T-stub connections under cyclic loads-Reference-Cited by-同舟云学术

Mechanical models for the analysis of bolted T-stub connections under cyclic loads

Published:2012-11 Issue: Volume:78 Page:45-57
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Hu Jong Wan,Leon Roberto T.,Park Taehyo

Publisher

Elsevier BV

Subject

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

Reference19 articles.

1. Seismic response of composite moment-resisting connections. I: performance;Leon;J Struct Eng ASCE,1998

2. Top-and-seat and web angle connections: prediction via mechanical model;Pucinotti;Journal of Constructional Steel Research,2001

3. Experimental behavior of T-stub connection components for the mechanical modeling of bare steel and composite partially-restrained beam-to-column connections;Clemente,2004

4. Component modeling of partially restrained composite joints under cyclic and dynamic loading;Rassati;J Struct Eng ASCE,2004

5. Effect of stiffener details on behavior of CFT column-to-beam connection;Kim;Int J Steel Struct KSSC,2008

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