ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE

Zhang Min; Liang Jiongfeng

doi:10.13204/j.gyjz20081012

Volume 38 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(10): 42-47

Zhang Min, Liang Jiongfeng. ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 42-47. doi: 10.13204/j.gyjz20081012

Citation:

Zhang Min, Liang Jiongfeng. ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 42-47. doi: 10.13204/j.gyjz20081012

Zhang Min, Liang Jiongfeng. ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 42-47. doi: 10.13204/j.gyjz20081012

Citation:

Zhang Min, Liang Jiongfeng. ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 42-47. doi: 10.13204/j.gyjz20081012

PDF( 0 KB)

ANALYSIS OF FREQUENT EARTHQUAKE RESPONSE OF ARCH TRANSFER FLOOR STRUCTURE

doi: 10.13204/j.gyjz20081012

1.
College of Civil Engineering and Architecture,East China Jiaotong University Nanchang 330013

Received Date: 2007-12-17
Publish Date: 2008-10-20

Abstract

Abstract

The arch transfer floor may be a new type of transfer story structure. As a result of the sudden change of rigidity of superstructure and substructure,the earthquake response may be considerably sharp.The effect of the equivalent lateral rigidity ratio on frequent earthquake response is analyzed in this new transfer floor,and some design proposals are presented,which can be referred in the design of engineering.
- transfer floor,
- arch,
- equivalent lateral rigidity ratio,
- sudden change of rigidity,
- earthquake response

FullText(HTML)

References(6)

References

JOJ 3-2002 高层建筑混凝土结构技术规程

[2] 黄勤勇,吕西林.转换层上、下刚度比对框支剪力墙结构抗震性能的影响.结构工程师,2003(1):17-23

[3] 荣维生,王亚勇.板式转换结构转换层位置对高层建筑抗震性能的影响.建筑科学,2004(4):1-7

[4] GB 50011-2001 建筑抗震设计规程

[5] Li Yurong,Qiu Tao,Sun Binnan.Elasticplastic Study on High Building with SRC Transferring Story.Journal of Zhejiang University SCIENCE A,2006,7(3)

[6] Li J H,Su R K L,Chandler A M.Assessment of Low-rise Building with Transfer Beam Under Seismic Forces.Engineering Structures,2003(25)

Relative Articles

[1]	JIN Chenhua, WU Chang, PAN Zuanfeng, MENG Shaoping. Calculation of Shear Capacity of Shear Walls with Small Shear-Span Ratio Based on Equivalent Diagonal Web Truss-Arch Model[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 111-118. doi: 10.13204/j.gyjzG22091505
[2]	CHENG Bei, GENG Pan, LEI Yuande. PERFORMANCE RESEARCH ON LATERAL STIFFNESS OF THE BASE-ISOLATION SHEAR WALL STRUCTURE CONSIDERING VERTICAL DEFORMATION OF ISOLATION BEARING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 24-29. doi: 10.13204/j.gyjz202004005
[4]	Chen Chunmei. THE INFLUENCE OF LATERAL STIFFNESS OF IRREGULARITY STRUCTURES IN FIXED BASEMENT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 167-170.
[5]	Jiang Youbao, Liao Guoyu. STIFFNESS CHANGES IN LOADING PROCESS FOR INNER CONCAVE CABLE-ARCH STRUCTURE UNDER FULL-SPAN LOAD[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 150-154. doi: 10.13204/j.gyjz2001411030
[6]	He Zhijian, Wang Sheliang. THE INFLUENCE OF ISOLATION LAYER STIFFNESS ON THE SEISMIC RESPONSE OF THE FRICTIONAL SLIDING STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 59-63,48. doi: 10.13204/j.gyjz201311014
[7]	Tong Gengshu, Zhu Xinghai, Pi Yonglin. BUCKLING ANALYSIS OF HORIZONTALLY ELASTICALLY-SUPPORTED ARCHES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 28-33,41. doi: 10.13204/j.gyjz201304006
[8]	Yang Youfa, Li Huaxin, Yang Jingwei, Jiang Daibo. RESEARCH ON THE SEISMIC BEHAVIOR OF DOUBLE-TOWER-CONNECTED TALL STRUCTURE WITH ENLARGED BASE AND TRANSFER STORY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 60-67,126. doi: 10.13204/j.gyjz201211014
[9]	Zhang Ying, Zhou Fulin, Tan Ping. STOCHASTIC EARTHQUAKE RESPONSES OF NON-LINEAR STORY ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 11-15. doi: 10.13204/j.gyjz200905003
[10]	Yang Youfa, Li Yuanchu, Hao Jianren. ANALYSIS ON WORKING MECHANISM OF INTERLAYER SEISMIC ISOLATION MASONRY BUILDING WITH FRAME STRUCTURE IN THE FIRST STOREY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 35-70. doi: 10.13204/j.gyjz200806011
[11]	Zhang Min, Liang Jiongfeng. ANALYSIS OF ARCH TRANSFER FLOOR SUBJECTED TO VERTICAL LOADING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 46-49,53. doi: 10.13204/j.gyjz200805010
[12]	Chu Liu-sheng, Bai Guo-liang, Bai Xiao-hong. RESPONSE SPECTRUM ANALYSIS DESIGNMETHOD BASED ON STIFFNESS DEGRADATION FOR FRAME- CORE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 61-66. doi: 10.13204/j.gyjz200712015
[13]	Yang Lin, Zhou Xiyuan, Su Youpo, Chang Yongping. SEISMIC RESPONSE ANALYSIS OF ISOLATED PROTECTION DEVICE WITH VARIABLE- STIFFNESS FOR BASE- ISOLATED BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 24-29.
[14]	Zhang Chongyang, Yuan Haitao, Fan Xiaoyan, Han Kesheng, Lu Lu, Yang Jie. STRUCTURE PLAN OPTIMIZATION OF TRANSFER STORY FOR A COMMERCIAL HIGH-RISE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 97-101. doi: 10.13204/j.gyjz200512027
[15]	Guo Zhonghua, Wang wei, Yu Xiangjuan, Ling Lei. RESEARCH ON SOFT FOUNDATION SEISMIC SETTLEMENT OF EXPRESS WAY BASED ON EQUIVALENT NODAL FORCE METHOD WITH EQUIVALENT LINEAR MODEL[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 50-53,78. doi: 10.13204/j.gyjz200401014