Optimal control for vibration peak reduction via minimizing large responses

Author:

Ying Zu-Guang1,Ni Yi-Qing2

Affiliation:

1. Department of Mechanics, School of Aeronautics and Astronautics; Zhejiang University; Hangzhou 310027 People's Republic of China

2. Department of Civil and Environmental Engineering; The Hong Kong Polytechnic University; Hung Hom Kowloon Hong Kong

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Structural control: past, present, and future;Housner;ASCE Journal of Engineering Mechanics,1997

2. Supplemental energy dissipation: state-of-the-art and state-of-the-practice;Soong;Engineering Structures,2002

3. Future directions in structural control;Soong;Structural Control and Health Monitoring,2009

4. Tuned liquid damper (TLD) for suppressing horizontal motion of structures;Fujino;ASCE Journal of Engineering Mechanics,1992

5. Control of along-wind response of structures by mass and liquid dampers;Xu;ASCE Journal of Engineering Mechanics,1992

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