RESEARCH ON DYNAMIC PERFORMANCE OF CORE-RC AND COMPOSITE FRAME STRUCTURES IN HIGH-RISE BUILDINGS

Zhang Shuyun; Bai Guoliang; Tang Liyun

doi:10.13204/j.gyjz200909012

Volume 39 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 62-66

Zhang Shuyun, Bai Guoliang, Tang Liyun. RESEARCH ON DYNAMIC PERFORMANCE OF CORE-RC AND COMPOSITE FRAME STRUCTURES IN HIGH-RISE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 62-66. doi: 10.13204/j.gyjz200909012

Citation:

Zhang Shuyun, Bai Guoliang, Tang Liyun. RESEARCH ON DYNAMIC PERFORMANCE OF CORE-RC AND COMPOSITE FRAME STRUCTURES IN HIGH-RISE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 62-66. doi: 10.13204/j.gyjz200909012

Citation:

PDF( 0 KB)

RESEARCH ON DYNAMIC PERFORMANCE OF CORE-RC AND COMPOSITE FRAME STRUCTURES IN HIGH-RISE BUILDINGS

doi: 10.13204/j.gyjz200909012

1.
1. School of Arch. &Civil Eng. ,Xi’an University of Science and Technology,Xi’an 710054,China;
2.
2. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

Received Date: 2009-01-20
Publish Date: 2009-09-20

Abstract

Abstract

For the dynamic performance of core-RC and composite frame structures, The space finite element models of a 30-storey hybrid structure are established,modal analysis and elastic time-history analysis are conducted.The results indicate that the connection between frame and core has obvious effect on mode shape and natural vibration periods.The inter-story displacement maximal angle occurs on the middle stories of the composite structure.There are two extremal regions of story acceleration along the height direction of the structure under earthquake. The ratios of the story shears of exterior frame are less,whereas the ratios of the story overturning moment of exterior frame are larger.the connection will lead to significant change in the deformation and distribution of internal force.
- core-RC and composite frame structures,
- modal analysis,
- elastic time-history analysis,
- connection between frame and core

FullText(HTML)

References(9)

References

GB 50011-2001建筑抗震设计规范[S].

[2] 方鄂华,钱稼茹.我国高层建筑抗震设计的若干问题[J].土木工程学报,1999,32(2):3-7.

[3] 徐培福,傅学怡,王翠坤,等.复杂高层建筑结构设计[M].北京:中国建筑工业出版社,2005:92-414.

[4] Zhang Shuyun,Bai guoliang,Jiang Weisan.Research and Practice ofExterior Frame and Core-RC Hybrid Structures in High-Rise Buildingin China[C]//8th International Conference on Steel-concrete Compositeand Hybrid Structures Proceedings.Harbin:Harbin Institute TechnologyPublishers,2006:507-511.

[5] 徐培福,薛彦涛,肖从真,等.高层型钢混凝土框筒混合结构抗震性能试验研究[J].建筑结构,2005,35(5):3-8.

[6] 小飒工作室.最新经典ANSYS及WORKBENCH教程[M].北京:电子工业出版社,2004:253-442.

[7] JGJ 3-2002高层建筑混凝土结构技术规程[S].

[8] JGJ 138-2001型钢混凝土组合结构技术规程[S].

[9] 沈聚敏,周锡元,高小旺,等.抗震工程学[M].北京:中国建筑工业出版社,2000:452-482.

Relative Articles

Supplements(0)

Cited By

Proportional views