Influence of Post-Elastic Range Bidirectional Interaction for Various Angles of Incidence of Ground Motions on One-Story Asymmetric Structures-Reference-Cited by-同舟云学术

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Influence of Post-Elastic Range Bidirectional Interaction for Various Angles of Incidence of Ground Motions on One-Story Asymmetric Structures

Published:2023-02-27 Issue:16 Volume:27 Page:4527-4548
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Hussain Md Ahsaan¹,Dutta Sekhar Chandra¹,Das Sreekanta²,Mandal Parthasarathi³

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology (ISM) Dhanbad, Jharkhand, India

2. Department of Civil and Environmental Engineering, University of Windsor, Windsor, ON, Canada

3. Department of Mechanical, Aerospace and Civil Engineering, University of Manchester, Manchester, UK

Funder

ASEM-DUO Secretariat

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2183047

Reference40 articles.

1. Influence of seismic orientation on the statistical distribution of nonlinear seismic response of the stiffness-eccentric structure

2. ASCE. 2022. Minimum design loads and associated criteria for buildings and other structures. ASCE/SEI 7-22. Reston, VA: ASCE.

3. BIS (Bureau of Indian Standards). 2016. Criteria for earthquake resistant design ofstructures, part 1: General provisions and buildings. IS 1893. New Delhi, India: BIS.

4. Reinforced Concrete Beams Under Load Reversals

5. CEN (European Committee for Standardization). 2010. Eurocode 8: Design of structures for earthquake resistance part 1: General rules, seismic actions and rules for buildings. EN 1998-1. Brussels, Belgium: CEN.

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