Seismic Response of Diagrid Systems: Ductility Concerns in Low- to Midrise Structures-Reference-Cited by-同舟云学术

Seismic Response of Diagrid Systems: Ductility Concerns in Low- to Midrise Structures

Published:2021-11 Issue:4 Volume:26 Page:04021032
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Sethumadhavan Krishnachandran¹^ORCID,David Dixon²^ORCID

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India (corresponding author). ORCID: .

2. Senior Engineer, SS Infrastructure Development Consultants, Kanagam Rd., Chennai, Tamil Nadu 600113, India. ORCID: .

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.1943-5576.0000601

Reference33 articles.

1. Numerical comparison on the efficiency of conventional and hybrid buckling-restrained braces for seismic protection of short-to-mid-rise steel buildings

2. Seismic performance factors for low- to mid-rise steel diagrid structural systems

3. Seismic Performance Assessment and Loss Estimation of Steel Diagrid Structures

4. Modeling of Buckling Restrained Braces (BRBs) using Full-Scale Experimental Data

5. Baker, W., C. Besjak, M. Sakisian, P. Lee, and C.-S. Doo. 2010. Proposed methodology to determine seismic performance factors for steel diagrid framed systems. Tokyo: Council of Tall Buildings and Urban Habitat.

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1. A critical review on seismic performance of diagrid, O-grid and concentric braced moment resistant structures;AIP Conference Proceedings;2023