Vibration Control of a Tall Benchmark Building under Wind and Earthquake Excitation
Author:
Affiliation:
1. Ph.D. Candidate, Russ College of Engineering and Technology, Ohio Univ., Athens, OH 45701. 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.1943-5576.0000569
Reference36 articles.
1. Frequency‐independent hysteretic dampers for mitigating wind‐induced vibrations of tall buildings
2. On the design of high-rise buildings for multi-hazard: Fundamental differences between wind and earthquake demand;Aly A. M.;Shock Vib.,2015
3. Shake table tests and numerical investigation of a resilient damping device for seismic response control of building structures
4. Tuned tandem mass dampers-inerters with broadband high effectiveness for structures under white noise base excitations
5. Davenport A. G. 1975. “Tall buildings: An anatomy of wind risks.” In Proc. Construction in South Africa. Cape Town South Africa.
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