Nonlinear Dynamic Response of Single-Degree-of-Freedom Systems Subjected to Along-Wind Loads. II: Implications for Structural Reliability-Reference-Cited by-同舟云学术

Nonlinear Dynamic Response of Single-Degree-of-Freedom Systems Subjected to Along-Wind Loads. II: Implications for Structural Reliability

Published:2021-11 Issue:11 Volume:147 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bezabeh Matiyas A.¹,Bitsuamlak Girma T.²^ORCID,Tesfamariam Solomon³^ORCID

Affiliation:

1. Formerly, Visiting Research Student, Boundary Layer Wind Tunnel Laboratory, Western Univ., London, ON, Canada N6A 5B7.

2. Professor, Dept. of Civil and Environmental Engineering, Boundary Layer Wind Tunnel Laboratory, Western Univ., London, ON, Canada N6A 5B7 (corresponding author). ORCID: .

3. Professor, School of Engineering, Univ. of British Columbia, Okanagan Campus, 3333 University Way, Kelowna, BC, Canada V1V 1V7. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003124

Reference44 articles.

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3. Performance-Based Design of High-Rise Buildings for Occupant Comfort

4. Probabilistic serviceability-performance assessment of tall mass-timber buildings subjected to stochastic wind loads: Part II - structural reliability analysis

5. Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Collapse Risk Assessment Approach

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