DAMAGE-REDUCTION SEISMIC DESIGN OF MULTI-RIBBED SLAB STRUCTUR

Yao Qianfeng; Shi Yongheng

doi:10.13204/j.gyjz200801001

Volume 38 Issue 1

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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

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