Nonlinear Dynamic Response of Single-Degree-of-Freedom Systems Subjected to Along-Wind Loads. I: Parametric Study-Reference-Cited by-同舟云学术

Nonlinear Dynamic Response of Single-Degree-of-Freedom Systems Subjected to Along-Wind Loads. I: Parametric Study

Published:2021-11 Issue:11 Volume:147 Page:04021177
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.0003125

Reference96 articles.

1. Akiyama, H. 1985. Earthquake-resistant limit-state design for buildings. Tokyo: University of Tokyo Press.

2. Seismic performance of concrete frame structures reinforced with superelastic shape memory alloys

3. ASCE/SEI (Structural Engineering Institute). 2019. Pre-standard for performance-based wind design. Reston, VA: ASCE.

4. Bezabeh M. A. G. Bitsuamlak and S. Tesfamariam. 2019a. “The first step towards the performance-based design of wind-excited buildings: A critical examination of ductility demand hysteretic energy and control of damage accumulation.” In Proc. 15th Int. Conf. on Wind Engineering (ICWE-15). London: International Association for Wind Engineering.

5. Bezabeh M. A. G. Bitsuamlak and S. Tesfamariam. 2019b. “Controlling hurricane-induced structural damage by tuned mass dampers and self-centering structural systems.” In Proc. 15th Int. Conf. on Wind Engineering (ICWE-15). London: International Association for Wind Engineering.

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