MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION

Chu Liusheng; Zhang Junfeng; Bai Guoliang; Zhao Gengqi

doi:10.13204/j.gyjz201005002

Volume 40 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(5): 13-18,27

Chu Liusheng, Zhang Junfeng, Bai Guoliang, Zhao Gengqi. MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 13-18,27. doi: 10.13204/j.gyjz201005002

Citation:

Chu Liusheng, Zhang Junfeng, Bai Guoliang, Zhao Gengqi. MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 13-18,27. doi: 10.13204/j.gyjz201005002

Citation:

Chu Liusheng, Zhang Junfeng, Bai Guoliang, Zhao Gengqi. MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 13-18,27. doi: 10.13204/j.gyjz201005002

PDF( 0 KB)

MECHANICAL BEHAVIOR AND SECTION DESIGN OF VERTICAL MEMBERS FOR SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION

doi: 10.13204/j.gyjz201005002

1.
1. School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China;
2.
2. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

Received Date: 2009-07-20
Publish Date: 2010-05-20

Abstract

Abstract

In order to explore the forced behavior of vertical members for SRC frame-RC core wall hybrid structure,a parametric model is established for hybrid structures with various stiffness characteristic value and core tube aspect ratio H/b selected as parameters. Mechanical behavior of vertical members for hybrid structure is stuided by using nonlinear static analysis method,including the internal force state,change trend and failure confine etc. of core wall and outer frame column. Based on the aforementioned research,some suggestions on vertical menber design and member axial compression ratio controlling index are proposed.
- hybrid structure,
- axial compression ratio,
- nonlinear static analysis

FullText(HTML)

References(5)

References

楚留声,白国良,赵更歧,等. 高烈度区型钢混凝土框架-核心混凝土筒体混合结构破坏模式研究[J]. 工业建筑,2010,40(5) :1-6.

[2] GB 500112001 建筑抗震规范[S].

[3] 楚留声,赵更歧,白国良,等. 高烈度区型钢混凝土框架-核心混凝土筒体混合结构协同受力性能研究[J]. 工业建筑,2010,40(5) :7-12.

[4] 楚留声. 高烈度区型钢混凝土框架-钢筋混凝土筒体混合结构体系抗震性能研究[D]. 西安:西安建筑科技大学,2008.

[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(5) :3-8.

Relative Articles

[1]	LI Ganggang, ZHAO Jun. SEISMIC CHARACTERISTICS OF HYBRID FRP-STEEL-REINFORCED CONCRETEL SHEAR WALLS SUBJECTED TO CYCLIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 180-186,75. doi: 10.13204/j.gyjz201904140005
[2]	YU Yanlei. MODELLING ANALYSIS AND ITS PROBLEMS OF HYBRID STRUCTURE COMPOSED OF SPACE TRUSS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 158-164,138. doi: 10.13204/j.gyjz202005026
[3]	Liu Xuechun Lin Na Zhang Ailin Zhao Liang Wang Yimeng, . RESEARCH ON STATIC PERFORMANCE OF CABLE-BRACED FRAME FOR PRESTRESSED MULTIPLE AND HIGH-RISE STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 137-144. doi: 10.13204/j.gyjz201506027
[4]	Xie Yongping, Jia Lei. SEISMIC BEHAVIOR OF LARGE-SCALE REINFORCED CONCRETE COLUMNS WITH DIFFERENT AXIAL LOAD RATIO[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 31-36.
[5]	Cen Wenxiang, Zhang Yaoting. STUDY ON THE EFFECTS OF AXIAL COMPRESSION RATIO ON SEISMIC CAPACITY OF PRESTRESSED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 65-70,110. doi: 10.13204/j.gyjz201309012
[6]	Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun. EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013
[7]	Zhang Lan. NONLINEAR ANALYSIS OF CONCRETE-FILLED SQUARE STEEL TUBULAR BEAM-COLUMN SECTIONS UNDER BENDING AND AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 132-136,143. doi: 10.13204/j.gyjz201305028
[8]	Xue Jianyang, Meng Gang, Liu Zuqiang, Chen Zhuo, Chen Zongping. FINITE-ELEMENT ANALYSIS OF MECHANICAL BEHAVIORS OF NORMAL CROSS-SECTION OF STEEL RECYCLED AGGREGATE CONCRETE COMPOSITE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 23-29. doi: 10.13204/j.gyjz201309004
[9]	Li Xiaorun, Yang Chunfeng, Li Weinan, Wu Changdong. DESIGN FOR STEEL-CONCRETE COMPOSITE FREE-STANDING CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 143-146,127. doi: 10.13204/j.gyjz201203030
[10]	Zhang Xuewei, Liu Weidong, Zhang Li, Zhao Yan, Yan Yinkun. RENOVATION AND REINFORCEMENT DESIGN OF A FRAMED OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 123-126,122. doi: 10.13204/j.gyjz201102028
[11]	Wu Jiwei. COMPARISON OF FORCE-BASED SEISMIC DESIGN METHOD WITH DISPLACEMENT-BASED SEISMIC DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 36-41. doi: 10.13204/j.gyjz201007011
[12]	Wu Minzhe, Yang Yudong, Ai Bing. NONLINEAR ANALYSIS OF THE T-SHAPED SHORT－LIMBED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 60-64. doi: 10.13204/j.gyjz201004014
[13]	Chu Liusheng, Bai Guoliang, Zhao Gengqi, Zhang Junfeng. RESEARCH ON COOPERATIVE BEARING PERFORMANCE OF SRC FRAME-RC CORE WALL HYBRID STRUCTURE IN HIGH SEISMIC INTENSITY REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 7-12,38. doi: 10.13204/j.gyjz201005001
[14]	Li Lei, Zheng Shansuo, Deng Guozhuan, Wang Bin, Wang Wei. NUMERICAL SIMULATION FOR SRHPC FRAME AND PARAMETERS ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 124-128,132. doi: 10.13204/j.gyjz201005026
[15]	Wu Tao, Xing Guohua, Liu Boquan. ANALYSIS OF EFFECT FACTOR ON SEISMIC BEHAVIOR OF ABNORMAL INTERIOR JOINTS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 30-34. doi: 10.13204/j.gyjz200910010
[16]	Chu Liusheng, Zhao Gengqi, Cai Haiyong. RESEARCH ON SEISMIC PERFORMANCE OF CORE WALL IN HYBRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 22-28. doi: 10.13204/j.gyjz200905005
[17]	Bai Liang, Liang Xingwen. INFLUENCE OF THE CHARACTERISTIC VALUE OF STIRRUP CONTENT IN BOUNDARY ELEMENTS ON ALLOWABLE AXIAL LOAD RATIO FOR CONCRETE STRUCTURAL WALLS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 44-48. doi: 10.13204/j.gyjz200904011
[18]	He Mingsheng, Yao Qianfeng, Huang Wei, Li Bin. STUDY ON THE DUCTILITY AND LIMIT VALUES OF AXIAL COMPRESSION RATIO FOR MODERATE-HIGH-RISE MULTI-RIBBED COMPOSITE WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 70-73. doi: 10.13204/j.gyjz200809021
[19]	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
[20]	Yan Jihong, Yu Liu. LIMITATION OF AXIAL-LOAD RATIO OF REINFORCED CONCRETE FRAME COLUMNS STRENGTHENED WITH AFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 104-106. doi: 10.13204/j.gyjz200706027