| Related citation: | YAN Xue-yuan,ZHANG Yong-shan,WANG Huan-ding,HUANG Dong-yang,XIN Ya-jun.Research on seismic performance and design method of combined steel lead energy dissipation structure(Ⅰ)[J].Journal of Harbin Institute Of Technology(New Series),2010,17(3):376-382.DOI:10.11916/j.issn.1005-9113.2010.03.015. |
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| Author Name | Affiliation | | YAN Xue-yuan | School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China
College of Civil Engineering,Fuzhou University,Fuzhou 350108,China | | ZHANG Yong-shan | Earthquake Engineering Research & Test Center,Guangzhou University,Guangzhou 510405,China | | WANG Huan-ding | School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China | | HUANG Dong-yang | School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China | | XIN Ya-jun | School of Civil Engineering and Mechanics,Yanshan University,Qinhuangdao 066004,China |
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| Abstract: |
| 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. |
| Key words: structural earthquake-resistance new combined steel lead damper (NCSLD) earthquake simulation shaking table test seismic response hysteresis loop |
| DOI：10.11916/j.issn.1005-9113.2010.03.015 |
| Clc Number:TU352.11 |
| Fund: |
