ANALYSIS OF MECHANICAL BE日AVIORS OF MULTI-RIBBED COMPOSITE-DOUBLE WALL

Yao Qianfeng; Wu Fang; Huang Wei; Ma Jing; Wang Hui; Zhang Yan

doi:10.13204/j.gyjz200801008

Volume 38 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(1): 31-35

Yao Qianfeng, Wu Fang, Huang Wei, Ma Jing, Wang Hui, Zhang Yan. ANALYSIS OF MECHANICAL BE日AVIORS OF MULTI-RIBBED COMPOSITE-DOUBLE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 31-35. doi: 10.13204/j.gyjz200801008

Citation:

Yao Qianfeng, Wu Fang, Huang Wei, Ma Jing, Wang Hui, Zhang Yan. ANALYSIS OF MECHANICAL BE日AVIORS OF MULTI-RIBBED COMPOSITE-DOUBLE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 31-35. doi: 10.13204/j.gyjz200801008

Citation:

PDF( 0 KB)

ANALYSIS OF MECHANICAL BE日AVIORS OF MULTI-RIBBED COMPOSITE-DOUBLE WALL

doi: 10.13204/j.gyjz200801008

1.
Institute of Civil Engineering,Xi’an University of Architecture &Technology,Xi’an 710055

Received Date: 2007-07-20
Publish Date: 2008-01-20

Abstract

Abstract

Outer-horizontal walls of multi-ribbed slab structure are composed of composite-double wall, based on the previous studies of the subject, and by researching on the test of a 1scaled multi-ribbed composite-double wall under monotone horizontal loading in contrast with single wall, the follovings are done: studying the main failure patterns; discussing the mechanical behaviors such as bearing capacity, stiffeners, distortion capacity, ductility and so on; analyzing the strain; finally, the formulas of rigidity and shear-bearing capacity are deduced. It can be concluded as follow: the distortion capacity and ductility of the double wall are better than those of the single wall, and the stiffeners and shear-bearing capacity of the double wall are more than those of the single wall also; strain analysis shows that the ending columns and ribbed beams play a more important role in the double wall with; the value of the shear-bearing capacity formula and stiffeners formula are approximate to the experimental result, and can be applied to the practical engineering.
- multi-ribbed composite-double wall,
- mechanical behaviors,
- stiffeness,
- shear-bearing capacity

FullText(HTML)

References(9)

References

黄炜.密肋复合墙体抗震性能及设计理论研究.西安建筑科技人学学报(自然利学版), 2005, 37 (1): 29-34

[2] 黄炜，姚谦峰，丁永刚，等.新型复合墙体的有限兀建模技术研究.工业建筑2005, 35(11):43-46

[3] 黄炜，姚谦峰，张旭峰，等，新型复合墙体弹性抗侧刚度计算分析，工程抗震与加固造2005, 27 (2 ): 1-7

[4] 田洁，姚谦峰，黄炜.密肋复合墙体的静力弹塑性分析，西安建筑科技人学学报(自然科学版),2005, 37(3):301-306

[5] Spencer A. The Transverse Module of Fiber Composite Material.

Composites Sci. and Tech, 1986, 27(2): 93-109

[6] 奚肖风.组合墙的弹塑性分析及强度和刚度简化计算公式//首届个国砌体建筑结构学术交流会议论文集. 1991:42-50

[7] 黄维平，工连广.组合墙结构房屋抗震性能的振动台试验研究.

地震工程与工程振动， 2001,21(4):63-66

Relative Articles

[1]	YU Jing, JIA Huifang, ZHANG Hui. Experimental Study on Seismic Performance and Shear Capacity of Hybrid Fiber Concrete Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 80-87. doi: 10.13204/j.gyjzG22070115
[2]	LONG Weiguo, LI Qiuji, LIU Yifeng, LU Wenfan, OU Jiajia, PAN Peng. Research on Lateral Resistance of Small-Section Wooden Frame Shear Walls with Different Post-Beam Connections and Cladding Panel Types[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 135-144,117. doi: 10.13204/j.gyjzG22090806
[3]	LIU Xinhu, HUANG Dadian. Research on Mechanical Properties of CLT Wall-to-Floor Joints with Angle Bracket[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 107-113. doi: 10.13204/j.gyjzG21081309
[4]	HAN Dongdong, MEN Yuming, WANG Peng. MODEL TESTS ON INFLUENCES OF STIFFNESS AND SPACING FOR BEAMS ON LATTICE BEAMS BY PRESTRESSED ANCHORAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 136-141. doi: 10.13204/j.gyjzG20052107
[5]	Li Xiaofen Liu Lixin Zhang Huipeng, . EXPERIMENTAL STUDY OF FATIGUE BEHAVIOR OF THE PRESTRESSED CONCRETE BEAMS WITH PRETENSIONED BENT-UP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 95-101. doi: 10.13204/j.gyjz201507020
[6]	Yang Xiaohua, Zhou Chaoyang, Chen Haitao. EXPERIMENT RESEARCH ON BEARING BEHAVIOR OF POST-TENSIONED UNBONDED PRESTRESSED CONCRETE HOLLOW FLAT FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 80-84. doi: 10.13204/j.gyjz201501015
[7]	Li Qing, Yuan Guanglin, Li Qingtao, Nie Ming. STUDY OF MECHANICAL PROPERTIES OF RC BEAMS AFTER REINFORCING THE OPENING ON THE BENDING SHEAR SECTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 67-72. doi: 10.13204/j.gyjz201508013
[8]	Wu Zhaohua, Li Ningbo, Wan Yixiu, Qian Jiaru, Chen Yan, Zhang Lihua. EXPERIMENTAL STUDY OF SHEAR BEHAVIOR OF COMPOSITE COLUMN SPECIMENS WITH OPENINGS ON STEEL TUBE WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 111-115. doi: 10.13204/j.gyjz201405025
[9]	Huang Wei, Li Jianxun, Zhang Chenghua, Shang Chunlin, Li Min. ANALYSIS OF ULTIMATE BEARING CAPACITY OF ECO-COMPOSITE WALL WITH OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 60-67. doi: 10.13204/j.gyjz201403015
[10]	Wang Zheng, Shi Qingxuan. COMPARATIVE ANANLYSIS OF SHEAR CAPACITY FOR REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 105-109,138. doi: 10.13204/j.gyjz201307024
[11]	Lu Yaqin, Ma Kejian, Zhang Huagang, Yuan Bo, Li Li, Feng Gengshuai. ANALYSIS OF PERFORMANCE OF HIGH GRID FRAME STRUCTURE WITH PHOSPHOGYPSUM AS THE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 56-59. doi: 10.13204/j.gyjz201204012
[12]	Liu Jieyu, Huang Wei, Zhang Chenghua, Hou Lina, Zhang Huihui, Xu Qin. THE SEISMIC PERFORMANCE AND SHEAR CAPACITY ANALYSIS OF ECO-COMPOSITE WALL BASED ON DIFFERENT SHEAR SPAN RATIO[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 12-17. doi: 10.13204/j.gyjz201208003
[13]	Yang Xuejiao, Huang Wei, Hou Lina, Mu Lin, Zhang Yin. RESEARCHING ON SEISMIC PERFORMANCES AND CAPACITY OF RESISTING SHEAR OF THE UNITED LIMB ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 27-32. doi: 10.13204/j.gyjz201208006
[14]	Liu Jiahui, Bai Juan, Liu Lixin. EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF CONCRETE BEAMS REINFORCED BY HOT ROLLED RIBBED BARS OF FINE GRAINS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 106-110. doi: 10.13204/j.gyjz201010024
[15]	Yang Weijun, Zhang Zhenhao, Liu Chenwei. EXPERIMENTAL STUDY ON MECHANICAL PROPERTY OF STIFFENING RIBBED HOLLOW PIPE CAST-IN-PLACE REINFORCED CONCRETE GIRDERLESS FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 41-47. doi: 10.13204/j.gyjz201009013
[16]	Wang Zhibin, Tao Zhong. EXPERIMENTAL BEHAVIOUR OF FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 5-8,27. doi: 10.13204/j.gyjz200904002
[17]	Yao Qianfeng, Yu Xiaofeng, Zhang yin. ANALYSES OF MECHANICAL BEHAVIORS OF COMBINATIONAL MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 67-71. doi: 10.13204/j.gyjz200904016
[18]	Zhang Leishun, Zhang Xiaolei, Yan Guoxin. EXPERIMENTAL RESEARCH ON THE SHEARING CAPACITY OF RECYCLED CONCRETE BEAMS WITHOUT STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 57-61. doi: 10.13204/j.gyjz200709012
[19]	Zhou Kui, . EXPERIMENTAL STUDY ON SHEAR BEHAVIOR OF STRESSED DIAPHRAGM FOR STEEL GABLED FRAME[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 80-82. doi: 10.13204/j.gyjz200612022
[20]	Zhao Lunyu, Shi Xudong, Zhou Jiankang. EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 60-63. doi: 10.13204/j.gyjz200508015