ANALYSIS OF FAILURE DEPENDENCIES OF THE RC FRAME STRUCTURES BASED ON THE METHOD OF STATIC ELASTOPLASTICITY

Zhu Junfeng; Huo Da; Wang Dongwei

doi:10.13204/j.gyjz200702005

Volume 37 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(2): 17-21,27

Zhu Junfeng, Huo Da, Wang Dongwei. ANALYSIS OF FAILURE DEPENDENCIES OF THE RC FRAME STRUCTURES BASED ON THE METHOD OF STATIC ELASTOPLASTICITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 17-21,27. doi: 10.13204/j.gyjz200702005

Citation:

Zhu Junfeng, Huo Da, Wang Dongwei. ANALYSIS OF FAILURE DEPENDENCIES OF THE RC FRAME STRUCTURES BASED ON THE METHOD OF STATIC ELASTOPLASTICITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 17-21,27. doi: 10.13204/j.gyjz200702005

Citation:

PDF( 0 KB)

ANALYSIS OF FAILURE DEPENDENCIES OF THE RC FRAME STRUCTURES BASED ON THE METHOD OF STATIC ELASTOPLASTICITY

doi: 10.13204/j.gyjz200702005

1.
1 College of Architecture and Civil Engineering,Beijing University of Technology Beijing 100022;
2.
2 College of Civil Engineering,Zhengzhou University Zhengzhou 450002

Received Date: 2005-12-20
Publish Date: 2007-02-20

Abstract

Abstract

Reliability of system is an important index that evaluates holistic performance of structures. During the calculation of reliability of system, failure dependency of the components or the sections is one of the key problems that need solutions. Based on the method of static elastoplasticity, the failure dependency problem of RC frame structures studied under small and strong earthquakes. The conclusion validated that failure of beam constraints statistically independent under small earthquakes. On the basis of research achievements under small earthquakes, some failure dependency rules of beam and column are obtained under strong earthquakes.
- static elastoplasticity,
- failure dependency,
- reliability of system,
- frame structure

FullText(HTML)

References(9)

References

王东炜. 关于建筑结构若干失效相关性问题的探讨分析[J].世界地震工程,2001,(01):112-114.

傅方,王东炜,李广慧. 小震作用下钢筋混凝土框架结构失效相关性分析[J].地震工程与工程振动,1999,(01):87-92.

汪梦甫,周锡元. 关于结构静力弹塑性分析(Pushover)方法中的几个问题[J].结构工程师,2002,(04):17-22.

杨溥,李东,李英民. 抗震结构静力弹塑性分析(pushover)方法的研究进展[J].重庆建筑大学学报,2000,(Z1):87-92.

叶燎原,潘文. 结构静力弹塑性分析(push-over)的原理和计算实例[J].建筑结构学报,2000,(01):37-43.

杨溥,李英民,王亚勇. 结构静力弹塑性分析(push-over)方法的改进[J].建筑结构学报,2000,(01):44-50.

欧进萍,侯钢领,吴斌. 概率pushover分析方法及其在结构体系抗震可靠度评估中的应用[J].建筑结构学报,2001,(06):81-86.

李刚,程耿东. 灾害荷载下结构体系失效模式的相关性及可靠度计算[J].工程力学,2001,(02):1-9.

王亚勇. 我国2000年工程抗震设计模式规范基本问题研究综述[J].建筑结构学报,2000,(01):2-4.

Relative Articles

[1]	YANG Yinqiang, KANG Shuai, WANG Zifa, HE Zhongying, TENG Hui. Research on Damage Identification for Steel Frames Based on Convolutional Autoencoder and Correlation Function[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 78-86. doi: 10.3724/j.gyjzG23102311
[2]	CHEN Peixu, ZHANG Zheng, LIAO Rensheng, ASANTE Richard. Plastic Effect Analysis of Stainless Steel Frame Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 116-121. doi: 10.13204/j.gyjzG20102301
[3]	LIN Yongjun, XIAO Tianxu, ZHANG Zengpeng, XIE Yuanang. Fuzzy Comprehensive Evaluation Method for Safety of Concrete Frame Structures Based on AHP-Membership Theory[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 28-38,45. doi: 10.13204/j.gyjzG22041612
[4]	Zhu Lanlan, Zheng Qizhen, Wang Dong, Yang Jue. SEISMIC APPRAISAL AND STRENGTHENING DESIGN OF A STOREY-ADDING-FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 160-163,65. doi: 10.13204/j.gyjz201201031
[5]	Zhao Yuxing, Yang Qing, Li Liyong. SEISMIC DESIGN BY SEMI-SLIP-SUPPORTED STAIRS FOR REASONABLE STRUCTURAL SYSTEM OF THE FRAME BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 94-97,148. doi: 10.13204/j.gyjz201201018
[6]	Gong Xiubin, Yang Jianguo, Jin Lizan. DYNAMIC FINITE ELEMENT SIMULATION FOR THE BLASTING COLLAPSE OF FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 73-75. doi: 10.13204/j.gyjz201109016
[7]	Yan Hua, Li Ronghua. ASEISMIC PERFORMANCE ANALYSIS OF A MOMENT FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 136-140. doi: 10.13204/j.gyjz201109031
[8]	Yuan Xuexia, Jin Weiliang, Chen Tianmin. STRUCTURAL RELIABILITY OF REINFORCED-CONCRETE BUILDING UNDER CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 60-65. doi: 10.13204/j.gyjz201105015
[9]	Huang Hua, Ye Yanxia, Zhu Qin, Zhang Guozhen, Jin Chi, Zhang Xiong. ANALYSIS OF EFFECT OF FILLED WALL ON NATURAL VIBRATING PERIOD OF FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 19-23,50. doi: 10.13204/j.gyjz201005003
[10]	Guo Meng, Shi Linkai. SEISMIC RESPONSES ANALYSIS OF CONCRETE MULTI-RIB OPEN-WEB FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 37-40. doi: 10.13204/j.gyjz200907012
[11]	Ai Bing, Wu Minzhe, Guo Di, Wang lixin. EXPERIMENT ON SEISMIC BEHAVIOR OF 4-STORY R.C. FRAME WITH BROAD-LIMB SPECIAL SHAPE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 11-13,10. doi: 10.13204/j.gyjz200702003
[12]	Wu Shuguang, Chang Yejun. SOME PROBLEMS OF THE SEISMIC DESIGN AND BLUEPRINT CHECKUP OF RC FRAME STRUCTURE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 46-50. doi: 10.13204/j.gyjz200706012
[13]	Wang Chunwu, Meng Shaoping. ANALYSIS OF LATERAL RESTRAINTS OF PRESTRESSED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 47-50. doi: 10.13204/j.gyjz200708013
[14]	Gao Jingbin, Zhang Huiying, Wu Wenxian. EXTENSION_STORY AND REINFORCEMENT DESIGN OF A FRAMED OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 92-94.
[15]	Sun Wei-wei, Meng Shao-ping, Wu Jing. RESEARCH ON SEISMIC CAPACITY OF PRESTRESSED CONCRETE FRAME STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 23-26. doi: 10.13204/j.gyjz200605007
[16]	Zhang Qiang, Pu Yi, Chen Kui-fu. RESPONSE ANALYSIS OF VISCOELASTIC CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 47-49. doi: 10.13204/j.gyjz200606015
[17]	Song Zhangshu. DESIGN AND CONSTRUCTION OF LONG-SPAN AND HEAVY-LOAD INDUSTRIAL CONSTRUCTION FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 89-92. doi: 10.13204/j.gyjz200501028
[18]	Xie Qiang, Zhao Liang. DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 94-96. doi: 10.13204/j.gyjz200512026
[19]	Zuo Xiaobao, Li Aiqun, Ni Lifeng, Chen Qingfu. SEISMIC RESPONSE ANALYSIS FOR FRAME STRUCTURE WITH SUPER-ELASTIC SHAPE MEMORY ALLOY DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 13-16,20. doi: 10.13204/j.gyjz200410004
[20]	Wang Gang, Yao Qianfeng. STUDY ON MODAL IDENTIFICATION OF FRAME STRUCTURE UNDER AMBIENT EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 45-47. doi: 10.13204/j.gyjz200412012