TESTS ON SHAKING TABLE OF NEW TALL TOWER STRUCTURE MODEL FOR BEIJING AIRPORT

Shi Qiyin; Li Aiqun; Li Peibin; Lou Yu; Chen Liu

doi:10.13204/j.gyjz200409012

Volume 34 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(9): 40-44,63

Shi Qiyin, Li Aiqun, Li Peibin, Lou Yu, Chen Liu. TESTS ON SHAKING TABLE OF NEW TALL TOWER STRUCTURE MODEL FOR BEIJING AIRPORT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 40-44,63. doi: 10.13204/j.gyjz200409012

Citation:

Shi Qiyin, Li Aiqun, Li Peibin, Lou Yu, Chen Liu. TESTS ON SHAKING TABLE OF NEW TALL TOWER STRUCTURE MODEL FOR BEIJING AIRPORT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 40-44,63. doi: 10.13204/j.gyjz200409012

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TESTS ON SHAKING TABLE OF NEW TALL TOWER STRUCTURE MODEL FOR BEIJING AIRPORT

doi: 10.13204/j.gyjz200409012

1.
1. Key Lab of RC &PC Structure of Ministry of Education,Southeast University Nanjing 210096;
2.
2. China Institute of Electron Engineering Beijing 100064

Received Date: 2004-02-10
Publish Date: 2004-09-20

Abstract

Abstract

Seismic tests were conducted on a model of typical reinforced concrete tube and steel frame composite structure of tall tower on a shaking table.The dynamic properties, seismic responses and damage features of the model were recorded and analyzed.The behavior of the model subject to earthquakes is discussed and furnishes a test basis for the earthquake resistant model and design theory of this, stell-concrete structure system.
- tall tower structure,
- reduced-scale model,
- test on shaking table,
- aseismic performance