ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL

Zhao Dong; Zhang Chenghua; Huang Wei; Zhang Wenyin

doi:10.13204/j.gyjz201211013

Volume 42 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(11): 56-59

ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025

Citation:

Zhao Dong, Zhang Chenghua, Huang Wei, Zhang Wenyin. ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 56-59. doi: 10.13204/j.gyjz201211013

Citation:

Zhao Dong, Zhang Chenghua, Huang Wei, Zhang Wenyin. ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 56-59. doi: 10.13204/j.gyjz201211013

PDF( 0 KB)

ULTIMATE CAPACITY ANALYSIS OF ECO-COMPOSITE WALL

doi: 10.13204/j.gyjz201211013

1.
1. Xi'an Univ.of Arch.&Tech.,Xi'an 710055,China;
2.
2. Financial Department of Shaanxi Province,Xi'an 710002,China

Rev Recd Date: 2011-05-12
Publish Date: 2012-11-20

Abstract

Abstract

Eco-composite wall acting as the main bearing member of an eco-composite wall structure is consisted of concealed frame and eco-composite slab．The ultimate capacity analysis of eco-composite wall is the main contents of the analysis of the structural ultimate bearing capacity and seismic performance evaluation．According to the mechanical behavior and failure process of the wall,shear resistant mechanism of eco-composite wall under limit state of bearing capacity was proposed．The calculating equations for ultimate strength were provided from shear resistant mechanism and equilibrium conditions,and at the same time it was analyzed the ultimate bearing capacity of the preliminary research walls．Theoretical researches and experimental analysis show that the model can better reflect the ultimate strength properties of the ecological composite wall,can be applied to check the ultimate strength under different load conditions of the ecological composite wall．
- eco-composite wall,
- ultimate bearing capacity,
- shear resistant mechanism

FullText(HTML)

References(13)

References

[2] 陈国新，黄炜，姚谦峰，等.基于统一强度理论的生态复合墙体等效斜压杆宽度计算[J].工程力学，2010，27(2): 90-95.

黄炜，张程华，姚谦峰，等.密肋壁板结构简化计算模型对比分析[J].振动与冲击，2009，28(7): 187-191.

[3] 孙静，姚谦峰.密肋复合墙体复合材料等效弹性板模型研究[J].大连理工大学学报，2009，49(3): 427-431.

[4] 季静，韩小雷，郑宜，等.基于能力设计原理的双肢剪力墙极限承载力研究[J].地震工程与工程振动，2006，26(4): 114 －120.

[5] 陈国栋，郭彦林.十字加劲钢板剪力墙的抗剪极限承载力[J].建筑结构学报，2004，25(1): 71-78.

[6] 黄双华，黄雄军.劲性混凝土带边框低剪力墙极限承载力的计算[J].西南交通大学学报，2001，36(4): 360-364.

[7] 姚谦峰，黄炜，田洁，等.密肋复合墙体受力机理及抗震性能试验研究[J].建筑结构学报，2004，25(6): 67-74.

[8] Makoto Mochizuki，Norikazu Onozato，Masao Takehara，et al．Analytical Accuracy of Maximum Strengths of Reinforced Concrete Framed Shear Walls by Macroscopic Models [J].Concrete Research and Technology，JCI，2003，14(2): 11-21.

[9] 张大长，陈怀亮，卢中强.基于抗剪抵抗机构的无开洞RC 剪力墙的极限承载力分析模型的探讨[J].工程力学，2007(7):142－147.

[10] 张大长，陈怀亮，卢中强.基于抗剪抵抗机构的RC 开洞剪力墙极限承载力分析[J].土木工程学报，2008，41(11): 44-49．黄炜，姚谦峰，章宇明，等.内填砌块的密肋复合墙体极限承载力计算[J].土木工程学报，2006，39(3):68－75.

[11] Salonikios T N，Kappos A J，Tegos I A.Cyclic Loadbehavior of Low-Slenderness Reinforced Concrete walls: Failure Modes．Strength and Deformation Analysis，and Design Implication[J].ACI Structure Journal，2000，97(1): 132-141.

[12] Christian Greifenhagen，Pierino Lestuzzi.Static Cyclic Tests on Lightly Reinforced Concrete Shear Walls [J].Engineering Structures，2005，27(11): 1703－1712.

[13] Salonikios T N，Kappos A J，Tegos I A.Cyclic Load Behavior of Low-Slenderness Reinforced Concrete Walls: Design Basis and Test Results[J].ACI Structure Journal，1999，96(4): 649－660．

Relative Articles

[1]	LYU Zhilin, JIANG Xu, QIANG Xuhong, SUN Kai, DONG Hao. Feasibility Research on Strengthening Damaged Steel Structure with Self-Stress SMA[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 174-182. doi: 10.13204/j.gyjzG20100301
[2]	YU Haiyang, HU Ju, ZHANG Guiyan, HUANG Yujun, ZHU Guofei, CUI Hongzhi, BAO Xiaohua. Research on Seismic Responses of Underground Structures Considering Influence of Contact Surfaces[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 156-165. doi: 10.13204/j.gyjzG21090402
[3]	ZHOU Zhiguang, CHEN Hao, ZHAO Jinyi. Study on Shaking Table Test of Nuclear Structure Considering SSI Effect and Isolation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 87-92. doi: 10.13204/j.gyjzG19100102
[4]	YAN Xiaoyu, ZHAO Zhuo, WANG Jin. Research on Near-Fault Seismic Response of Rigid Frame Bridge Based on Shaking Table Test Considering SSI Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 140-146. doi: 10.13204/j.gyjzG21102801
[5]	MENG, Shaoping, CAI, Xiaoning. RESEARCH PROGRESS ON PRESTRESSED SELF-RESETTING CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 1-6. doi: 10.13204/j.gyjz202001001
[6]	SHU Xingping, HUANG Muxing, XIANG Mengjie. EXPERIMENTAL RESEARCH ON LATERAL COMPRESSIVE PROPERTIES FOR THE STRUCTURE OF STAINLESS STEEL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 17-23. doi: 10.13204/j.gyjz202002003
[7]	Chen Anying, Guo Zhengxing, Wu Lei. EXPERIMENTAL RESEARCH ON STRUCTURAL MECHANICAL PERFORMANCE OF PIN-DISK TYPE STEEL TUBE SUPPORTING FRAME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 140-145. doi: 10.13204/j.gyjz201410028
[8]	Li Furong, Zhou Qian, Wu Fahong. EXPERIMENTAL STUDY ON PRECAST SELF-DRAINING PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 96-100. doi: 10.13204/j.gyjz201309018
[9]	Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006
[10]	Shi Gang, Ban Huiyong, Shi Yongjiu, Wang Yuanqing. ENGINEERING APPLICATION AND RECENT RESEARCH PROGRESS ON HIGH STRENGTH STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 1-7,61. doi: 10.13204/j.gyjz201201001
[11]	Qin Peicheng, Zha Xiaoxiong. THEORY AND EXPERIMENT STUDY ON THE FATIGUE BEHAVIOR OF METAL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 42-45. doi: 10.13204/j.gyjz201103007
[12]	Zhang Xuchen, Zha Xiaoxiong. EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR OF NEW GREEN STRUCTURAL INSULATED PANELS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 1-5,45. doi: 10.13204/j.gyjz201103001
[13]	Zhao Fenghua, Du Jianming. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CS SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 120-124. doi: 10.13204/j.gyjz201009030
[14]	Zeng Bin, LüZhitao, Zhu Yifeng. APPLICATION OF THE MAST FULL HINGED SUSPENSION STRUCTURE IN JILIN SPEED SKATING RINK[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 86-89. doi: 10.13204/j.gyjz200911020
[15]	Liu Hang, Zhu Xiaofeng, Li Chenguang, Liu Chongyan, Zuo Yongzhi, Shi Gang. TEST & ANALYSIS OF IN-PLANE FLEXURAL BEHAVIORS OF STRENGTHENED GLASS RIBS FOR ALL-GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 113-117. doi: 10.13204/j.gyjz200911026
[16]	Jiang Lixue. EXPERIMENTAL STUDY ON STRUCTURAL BEHAVIOR OF R/C CONTINUOUS BEAMS WITH CAST-IN-SITU SLABS UNDER VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 62-67. doi: 10.13204/j.gyjz200911015
[17]	Luo Ting, Li Tingting, Hou Wei, Gao Zhiwei, Wang Qingxiang. TEST VALIDATING OF UH MODEL FOR OVER-CONSOLIDATED CLAYS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 21-24. doi: 10.13204/j.gyjz200808006
[18]	Li Chengyu, Guo Yaojie, Li Meidong. EXPERIMENTAL RESEARCH ON THE JOINT STIFFNESS OF CFT_STEEL BEAM SPACE JOINT WITH OUTER CONCENTRIC ANNULAR_STIFFER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 81-83,110.
[19]	Bao Hua, Xu Lihua, Xu Shuping, Zhou You. INFLUENCE OF SOIL-STRUCTURE DYNAMIC INTERACTION ON SEISMIC RESPONSES OF BASE-ISOLATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 75-81. doi: 10.13204/j.gyjz200508019
[20]	Tang Gan, Ma Jun, Zhao Caiqi, Zhao Huilin. ADVANCED STOCHASTIC IMPERFECTIONS METHOD FOR STABILITY ANALYSIS OF SHEET SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 10-13. doi: 10.13204/j.gyjz200411003