Evaluation of plastic energy dissipation capacity of steel beams suffering ductile fracture under various loading histories-Reference-Cited by-同舟云学术

Evaluation of plastic energy dissipation capacity of steel beams suffering ductile fracture under various loading histories

Published:2011-03-08 Issue:14 Volume:40 Page:1553-1570
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Jiao Yu,Yamada Satoshi,Kishiki Shoichi,Shimada Yuko

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.1103/fullpdf

Reference21 articles.

1. Krawinkler H Guidelines for cyclic seismic testing of components of steel structures 1992

2. Clark P Frank K Krawinkler H Shaw R Protocol for fabrication, inspection, testing, and documentation of beam-column connection tests and other experimental specimens 1997

3. 2007

4. Study on Testing Method for Structural Performance Evaluation of Steel Structures 2002

Cited by 31 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Cyclic behavior of beam-to-column connections with vertical oblique angles;Journal of Constructional Steel Research;2024-11

2. Establishment and applicability verification of hysteretic model of shear wall bottom corner dampers;Soil Dynamics and Earthquake Engineering;2024-02

3. Deformation Capacity of Steel Beam-to-Column Connections Evaluated Based on Strain Histories;Lecture Notes in Civil Engineering;2024

4. The Seismic Design Process of RC Column Components in SDOF System considering the Earthquake Duration Effect;Shock and Vibration;2023-08-07

5. Damage Evaluation of Steel Beam-to-column Connections Based on Flange Strain History;2023-01-19