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| Title: | DESIGN OF ENERGY DISSIPATION-SEISMIC REDUCTION OF ONE TALL BUILDING AND IT'S SHAKING TABLE TEST VERIFICATION | |
| DOI No: | 10.1142/9789812701480_0016 | |
| Source: | TALL BUILDINGS (pp 99-103) | |
| Author(s): | SI CHAO
Architectural Design & Research Institute of Tong Ji University, 1239 SiPing Road, Shanghai 200092, China FULEI YANG Architectural Design & Research Institute of Tong Ji University, 1239 SiPing Road, Shanghai 200092, China WEI QING Architectural Design & Research Institute of Tong Ji University, 1239 SiPing Road, Shanghai 200092, China |
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| Abstract: | Energy dissipation-seismic reduction design is a new way in structure earthquake resistant; it has been placed in China's code for seismic design of buildings (GB 50011-2001). But it is introduced briefly in this code and cannot be used facilely, as well lacked practical project referenced to. So this paper cited one tall building with irregular floors (its outside braces worked with velocity-depended nonlinear dampers) to discuss its energy dissipation-seismic reduction design, and compared it to the result of its model shaking table test. This design process and experience could be referred to by the similar projects. | |
| Full Text: | View full text in PDF format (454KB) | |
| TOC: | Back to Table of Contents | |
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