THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE

Ding Xiaoling

doi:10.13204/j.gyjz201005010

Volume 40 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(5): 51-54

LIN Yongjun, XU Wenqiang, ZHANG Xianzhao, LIU Kaiqi. SHEAR MECHANISM AND BOND STRENGTH CALCULATION OF NEW-TO-OLD CONCRETE INTERFACE WITH ANCHOR BARS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 72-83. doi: 10.13204/j.gyjzG20080511

Citation:

Ding Xiaoling. THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 51-54. doi: 10.13204/j.gyjz201005010

Citation:

Ding Xiaoling. THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 51-54. doi: 10.13204/j.gyjz201005010

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THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE

doi: 10.13204/j.gyjz201005010

Ding Xiaoling

1.
Puyang Vocational and Technical College,Puyang 457000,China

Received Date: 2009-08-02
Publish Date: 2010-05-20

Abstract

Abstract

According to the characteristics of an irregular-shaped pillar framework as well as the structural damage mechanism,this thesis analyses the aseismic measures for controlling the irregular-shaped pillar framework and how to calculate the bearing capacity of its cross-section,thereby enhancing the overall a seismic capability of the irregular-shaped pillar framework and ensuring its structural integrity.
- irregular-shaped pillar,
- framework,
- a seismic

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References(4)

References

[2] 汪明栋. 钢筋混凝土异形柱框架抗震性能试验研究与弹塑性分析[D]. 天津:天津大学,2003.

吴同乐,凌广. 异形柱抗震结构的分析[J]. 四川建筑,2003(6) :47-48.

[3] 曹万林,徐金荣,宋文勇,等. 钢筋混凝土异形柱框架结构抗震设计的若干措施[S]. 世界地震工程,2002(1) : 62-64.

[4] 周德源. 建筑结构抗震技术[M]. 北京: 化学工业出版社,2006:171-172.

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