Controlling All Interstory Displacements in Highly Nonlinear Steel Buildings Using Optimal Viscous Damping-Reference-Cited by-同舟云学术

Controlling All Interstory Displacements in Highly Nonlinear Steel Buildings Using Optimal Viscous Damping

Published:2007-09 Issue:9 Volume:133 Page:1331-1340
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Attard T. L.¹

Affiliation:

1. Assistant Professor, Dept. of Civil and Geomatics Engineering and Construction, California State Univ., 2320 E. San Ramon Ave., M/S EE94, Fresno, CA 93740-8030.

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%290733-9445%282007%29133%3A9%281331%29

Reference35 articles.

1. Design of Passive Energy Dissipation Systems Based on LQR Control Methods

2. Optimal Placement of Passive Dampers on Seismic and Wind-Excited Buildings Using Combinatorial Optimization

3. Ashour S. A. and Hanson R. D. (1987). “Elastic response of buildings with supplemental damping.” Rep. No. UMCE 87-1 Dept. of Civil Engineering Univ. of Michigan Ann Arbor Mich.

4. Attard T. L. (2004). “Optimal damping and higher-mode control in nonlinearly degrading shear buildings for a ground acceleration.” Int. Symp. on Network and Center-Based Research for Smart Structures Technologies and Earthquake Engineering SE04 Osaka Japan.

5. Post-yield material nonlinearity: Optimal homogeneous shear-frame sections and hysteretic behavior

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