DAMAGE-REDUCTION SEISMIC DESIGN OF MULTI-RIBBED SLAB STRUCTUR

Yao Qianfeng; Shi Yongheng

doi:10.13204/j.gyjz200801001

Volume 38 Issue 1

Dec. 2014

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Bai Feng. DISCUSSION ON ASEISMIC CONCEPTUAL DISIGN OF MIDDLE AND PRIMARY SCHOOLS' BUILDINGS IN CHINA FOR PREVETING COLLAPSE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 42-46. doi: 10.13204/j.gyjz200901008

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Yao Qianfeng, Shi Yongheng. DAMAGE-REDUCTION SEISMIC DESIGN OF MULTI-RIBBED SLAB STRUCTUR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 1-3,13. doi: 10.13204/j.gyjz200801001

Citation:

Yao Qianfeng, Shi Yongheng. DAMAGE-REDUCTION SEISMIC DESIGN OF MULTI-RIBBED SLAB STRUCTUR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 1-3,13. doi: 10.13204/j.gyjz200801001

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DAMAGE-REDUCTION SEISMIC DESIGN OF MULTI-RIBBED SLAB STRUCTUR

doi: 10.13204/j.gyjz200801001

1.
School of Civil Engineering &Architecture,Beijing Jiaotong University,Beijing 100044

Received Date: 2007-01-15
Publish Date: 2008-01-20

Abstract

Abstract

Damage-reduction seismic design is a practical design method of performance-based seismic design. According to damage mode of multi-ribbed slab structure which releases earthquake energy by stages, block-frame-outer frame, damagereduction design theory is applied to structure seismic design. It is illustrated that damage-reduction seismic design model and three-stage damage-reduction design of multi-ribbed slab structure. Block which acts as damage-reduction member is served as first damage-reduction fortification line, frame which acts as damage-reduction minor structure is served as second fortification line, and outer frame and reinforced measure are served as third fortification line.
- multi-ribbed slab structure,
- damage-reduction seismic design,
- multiple seismic fortification lines

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References(4)

References

李刚, 程耿东. 基于性能的结构抗震设计理论、方法与应用. 北京: 科学出版社, 2004: 89-91

[2] 密肋壁板轻型框架结构课题组. 密肋壁板轻型框架结构理论与应用研究: [研究报告]. 西安: 西安建筑科技大学, 2000: 1-5

[3] 黄炜. 密肋复合墙板抗震性能及设计理论研究: [博士学位论文]. 西安: 西安建筑科技大学, 2004

[4] 常鹏. 基于性能(位移) 的密肋壁板结构数值计算分析与抗震设计方法研究: [博士学位论文]. 北京: 北京交通大学, 2006

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