SEISMIC DESIGN OF BUILDING A OF MINDA PLAZA

Li Yuyu; Xiao Yan; Cao Dayan; Liu Tao

doi:10.13204/j.gyjz201301031

Volume 43 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(1): 139-143

Hu Xiaopeng, Niu Ditao, Zhang Yongli. STUDY ON BEARING CAPACITY OF REINFORCED CONCRETE FLEXURAL MEMBER DURING CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 44-48. doi: 10.13204/j.gyjz201301011

Citation:

Li Yuyu, Xiao Yan, Cao Dayan, Liu Tao. SEISMIC DESIGN OF BUILDING A OF MINDA PLAZA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 139-143. doi: 10.13204/j.gyjz201301031

Citation:

Li Yuyu, Xiao Yan, Cao Dayan, Liu Tao. SEISMIC DESIGN OF BUILDING A OF MINDA PLAZA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 139-143. doi: 10.13204/j.gyjz201301031

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SEISMIC DESIGN OF BUILDING A OF MINDA PLAZA

doi: 10.13204/j.gyjz201301031

Li Yuyu^1,2,
Xiao Yan^1,3,
Cao Dayan²,
Liu Tao¹

1.
1. College of Civil Engineering,Hunan University,Changsha 410082,China;
2.
2. Guangdong Science Research Institute of Architecture,Guangzhou 510500,China;
3.
3. University of Southern California,Los Angeles CA 90089-2531,USA

Received Date: 2012-01-18
Publish Date: 2013-01-20

Abstract

Abstract

The building A of Minda Plaza was adopted the SRC frame and shear wall structural system.Due to the functional need,the beams were deleted from the spindle-shape outmost frames,where the columns were arranged in an inclined orientation with the principal floor axes.The transfer story was of particular challenge,thus a new type of composite beam with encased built-up double steel sections was designed.The satisfactory performance of the new structural system was validated through quasi-static loading tests and shake-table test.The structure was exhibited to follow the failure mechanism of strong columns,weak beams,stronger transfer beams,and the strongest connection.The steel reinforced concrete transfer beams with double-steel sections had satisfactory bearing capacity and energy dissipation capacity,suitable to meet the requirements of functional limitation.
- special structure system,
- performance-based seismic analysis,
- new composite structure,
- failure mechanism

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References(5)

References

[2] YB 90822006钢骨混凝土结构设计规程[S].

JGJ 1382001型钢混凝土组合结构技术规程[S].

[3] 叶列平,方鄂华.钢骨混凝土构件的受力性能研究综述[J].土木工程学报,2000,33(5):1-11.

[4] 田玉基,梁书亭,蒋永生,等.钢骨混凝土梁式托柱转换层结构的研究[J].工业建筑,2000,30(2):54-57.

[5] 李俞渝,徐其功,徐天平,等.劲性混凝土转换箱梁包劲性混凝土柱的连接节点:中国,ZL200910042004.5[P].2009-08-20.

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