Risk-Informed Design Optimization of Vertically Distributed Tuned Liquid Wall Dampers for Multihazard Mitigation

Author:

Wang Zhe1ORCID,Micheli Laura2,Ubertini Filippo3,Laflamme Simon4

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50011 (corresponding author); mailing address: 813 Bissell Rd., Ames, IA 50011-1066. ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Catholic Univ. of America, Washington, DC 20064; mailing address: 620 Michigan Ave., N.E. Washington, DC 20064.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, Perugia 06123, Italy; mailing address: Via G. Duranti, 93 - 06125—Perugia.

4. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50011; mailing address: 813 Bissell Rd., Ames, IA 50011-1066.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference48 articles.

1. A semi-active tuned liquid column damper for lateral vibration control of high-rise structures: Theory and experimental verification

2. ASCE. 2017. Minimum design loads and associated criteria for buildings and other structures. Reston, VA: ASCE.

3. Development and validation of a nonlinear dynamic model for tuned liquid multiple columns dampers

4. Chen G. 1996. “Multistage tuned mass damper.” In Proc. 11th World Conf. on Earthquake Engineering. Amsterdam Netherlands: Elsevier.

5. Optimal Placement of Multiple Tune Mass Dampers for Seismic Structures

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