Paper
14 November 1997 Effects of using hysteretic dampers for asymmetric frame structures on its earthquakes responses
Tadamichi Yamashita, Yoichi Mukai, Eizaburo Tachibana, Masami Hanai
Author Affiliations +
Proceedings Volume 3241, Smart Materials, Structures, and Integrated Systems; (1997) https://doi.org/10.1117/12.293507
Event: Far East and Pacific Rim Symposium on Smart Materials, Structures, and MEMS, 1997, Adelaide, Australia
Abstract
In this paper, an emphasis is put on investigations for effectiveness of hysteretic dampers introduced to stiffness and strength asymmetric frame structures. To avoid large displacements caused by torsional responses at the flexible- edge of the structures, reductions of eccentricity are aimed on general designs of the asymmetric structures. The concepts of those structural design are based on what dynamic behaviors of building structures limited within elastic regions, so that, inelastic behaviors of stiffness and strength asymmetric frame structures are not considered sufficiently. To consider to inelastic behaviors of asymmetric frame structures by installing hysteretic dampers, numerical simulations are executed. As a result, it is assured that, by adequately locating of hysteretic dampers to the asymmetric frame structures, inelastic structural responses regarding to the maximum displacements can be reduced to the same level of those of symmetric frame structures.
© (1997) COPYRIGHT Society of Photo-Optical Instrumentation Engineers (SPIE). Downloading of the abstract is permitted for personal use only.
Tadamichi Yamashita, Yoichi Mukai, Eizaburo Tachibana, and Masami Hanai "Effects of using hysteretic dampers for asymmetric frame structures on its earthquakes responses", Proc. SPIE 3241, Smart Materials, Structures, and Integrated Systems, (14 November 1997); https://doi.org/10.1117/12.293507
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KEYWORDS
Motion models

Structural design

Earthquakes

Absorption

Electroluminescence

Numerical simulations

Control systems

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