Optimum Semirigid Connections in Hybrid Frames for Effective Seismic Performance-Reference-Cited by-同舟云学术

Optimum Semirigid Connections in Hybrid Frames for Effective Seismic Performance

Published:2023-08 Issue:3 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Sharma Vijay¹^ORCID,Shrimali Mahendra Kumar²^ORCID,Bharti Shiv Dayal³,Datta Tushar Kanti³

Affiliation:

1. Assistant Professor, Dept. of Applied Mechanics, Government Engineering College, Rajkot, Gujarat 360005, India (corresponding author). ORCID: .

2. Professor, National Centre for Disaster Mitigation and Management, Malaviya National Institute of Technology, Jaipur, Rajasthan 302017, India. ORCID:

3. Professor, National Centre for Disaster Mitigation and Management, Malaviya National Institute of Technology, Jaipur, Rajasthan 302017, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1317

Reference41 articles.

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3. Seismic behavior of steel buildings with combined rigid and semi-rigid frames;Akbaş B.;Turk. J. Eng. Environ. Sci.,2003

4. Seismic performance of mid-rise steel frames with semi-rigid connections having different moment capacity;Bayat M.;Steel Compos. Struct.,2017

5. Chan, S., and P. Chui. 2000. Nonlinear static and cyclic analysis of steel frames with semi-rigid connections. New York: Elsevier.

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