Design and Analysis of Buildings with Fluidic Self-Centering Systems

Author:

Kitayama Shoma1,Constantinou Michael C.2

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Structural and Environmental Engineering, 116 Ketter Hall, State Univ. of New York at Buffalo, Buffalo, NY 14260-4300 (corresponding author).

2. SUNY Distinguished Professor, Dept. of Civil, Structural, and Environmental Engineering, 132 Ketter Hall, State Univ. of New York at Buffalo, Buffalo, NY 14260-4300.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference37 articles.

1. Comparative study of four passive energy dissipation systems;Aiken I. D.;Bull. N. Z. Natl. Soc. Earthquake Eng.,1992

2. Testing of Passive Energy Dissipation Systems

3. ASCE. (2010). “Minimum design loads for buildings and other structures.” SEI/ASCE Standard No. 7-10 Reston VA.

4. Choi H. Erochko J. Christopoulos C. and Tremblay R. (2008). “Comparison of the seismic response of steel buildings incorporating self-centering energy-dissipative braces buckling restrained braces and moment-resisting frames.” Rep. No. 05-2008 Dept. of Civil Engineering Univ. of Toronto Toronto.

5. Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation

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