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Research on seismic performance and design method of combined steel lead energy dissipation structure(Ⅰ) 被引量:1

Research on seismic performance and design method of combined steel lead energy dissipation structure(Ⅰ)
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摘要 A new combined steel lead damper (NCSLD) was presented. Construction and working mechanism of NCSLD were introduced,pseudo-static tests of the small size dampers which would be used in the subsequent shaking table tests were carried out for the study of mechanical properties of NCSLD using electro-hydraulic servo press-shear machine. Processing technology of the damper was improved. Shaking table tests under two-dimensional excitation on structural aseismic control of a one-story structure model were carried out using the small size NCSLD; parameters of the structure and shaking table were also introduced. Results indicate that process improvement is beneficial to the implementation of working mechanism of the damper,NCSLD has full hysteresis loop which takes on bilinearity,NCSLD has obvious energy dissipation effect and it can control structural seismic response effectively. A new combined steel lead damper (NCSLD) was presented. Construction and working mechanism of NCSLD were introduced, pseudo-static tests of the small size dampers which would be used in the subsequent shaking table tests were carried out for the study of mechanical properties of NCSLD using electro-hydraulic servo press-shear machine. Processing technology of the damper was improved. Shaking table tests under two-dimensional excitation on structural aseismic control of a one-story structure model were carried out using the small size NCSLD ; parameters of the structure and shaking table were also introduced. Results indicate that process improvement is beneficial to the implementation of working mechanism of the damper, NCSLD has full hysteresis loop which takes on bilinearity, NCSLD has obvious energy dissipation effect and it can control structural seismic response effectively.
出处 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2010年第3期376-382,共7页 哈尔滨工业大学学报(英文版)
基金 Sponsored by the National Natural Science Foundation of China (Grant No. 50508012) Science &Technology Plan Project of Guangdong Province(Grant No. 20055190030) Key Basic Research Project of Science and Technology Ministry (Grant No. 2004CCA03300) Science &Technology Project of Guangzhou Education Bureau(Grant No.08C05)
关键词 structural earthquake-resistance new combined steel lead damper (NCSLD) earthquake simulation shaking table test seismic response hysteresis loop structural earthquake-resistance new combined steel lead damper (NCSLD) earthquake simulation shaking table test seismic response hysteresis loop
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