Seismic performance of steel H-beam to SHS-column cast modular panel zone joints-Reference-Cited by-同舟云学术

Seismic performance of steel H-beam to SHS-column cast modular panel zone joints

Published:2016-06 Issue: Volume:117 Page:145-160
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Wei,Fang Cheng^ORCID,Chen Yiyi,Wang Mingxing

Funder

Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference35 articles.

1. Federal Emergency Management Agency (FEMA). State of the art report on past performance of steel moment-frame buildings in earthquakes (FEMA-355E). Washington, D.C.; 2000.

2. Inelastic behavior and design of steel panel zones;El-Tawil;J Struct Eng ASCE,1999

3. General issues influencing connection performance;Roeder;J Struct Eng ASCE,2002

4. Federal Emergency Management Agency (FEMA). Recommended seismic design criteria for new steel moment-frame buildings (FEMA-350). Washington, D.C.; 2000.

5. Parametric tests on unreinforced steel moment connections;Stojadinovic;J Struct Eng ASCE,2000

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