Numerical Analysis of Steel Buckling-Restrained Braces with Varying Lengths, Gaps, and Stoppers-Reference-Cited by-同舟云学术

Numerical Analysis of Steel Buckling-Restrained Braces with Varying Lengths, Gaps, and Stoppers

Published:2022-02 Issue:1 Volume:27 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Shete Prajakta¹^ORCID,Madhekar Suhasini²,Fayeq Ghowsi Ahmad³

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, College of Engineering Pune, Pune, Maharashtra 411005, India (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, College of Engineering Pune, Pune, Maharashtra 411005, India.

3. Postdoctoral Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi-110016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000629

Reference47 articles.

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2. Frictional Response of PTFE Sliding Bearings at High Frequencies

3. Development of welded overlap core steel encased buckling-restrained braces

4. Chaboche J. L. V. K. Dang and G. Cordier. 1979. “Modelization of the strain memory effect on the cyclic hardening of 316 stainless steel.” In Proc. 5th Int. Conf. on Structural Mechanics in Reactor Technology Division L11/3 1–10. Berlin: Bundesanstalt fur Material Prufung.

5. Effect of the unbonding materials on the mechanic behavior of all-steel buckling-restrained braces

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