STRUCTURAL RELIABILITY OF REINFORCED-CONCRETE BUILDING UNDER CONSTRUCTION

Yuan Xuexia; Jin Weiliang; Chen Tianmin

doi:10.13204/j.gyjz201105015

Volume 41 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(5): 60-65

GUO Yuancheng, GU Shaochuang, WEI Yanqing, LI Mingyu. Experimental Study on the Lateral Earth Pressure of Translational Retaining Structures Adjacent to Composite Foundation of Long-Short Piles[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 174-178. doi: 10.13204/j.gyjzG21042505

Citation:

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

Citation:

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

PDF( 0 KB)

STRUCTURAL RELIABILITY OF REINFORCED-CONCRETE BUILDING UNDER CONSTRUCTION

doi: 10.13204/j.gyjz201105015

1.
1. College of Civil Engineering and Architecture,Nanchang University,Nanchang 330031,China;
2.
2. College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China;
3.
3. Zhejiang Construction Investment Group Co.Ltd,Hangzhou 310012,China

Received Date: 2010-10-27
Publish Date: 2011-05-20

Abstract

Abstract

Making full use of site investigation and references, probabilistic models of loads and resistances during building construction were presented.In view of the significant failure modes of formwork-supporting system and reinforced concrete member, the reliability of time-dependent system during the construction of typical multistory reinforced concrete buildings was developed.The influences of the number of levels of shoring/reshoring and live load during construction of the building on system reliability were included in the analysis.
- reinforced-concrete building,
- construction,
- formwork-supporting system,
- system reliability

FullText(HTML)

References(12)

References

Liu Xila, Chen W F. Effect of Creep on Load Distribution in?Multistory Reinforced Concrete Buildings During Construction?[J]. ACI Structural Journal,1987,84(3):192-200.

[2] 佟晓利.钢筋混凝土结构施工期可靠性研究[D].大连:大连理工大学,1997:40-41.

[3] EI-Shahhat A M, Rosowsky, D V, Chen W F. Construction Safety?of Multistory Concrete Buildings. ACI Structural Journal,1993,90(4):335-341.

[4] 方东平,耿川东,祝宏毅,等.施工期钢筋混凝土结构的安全性分析与安全指标[J].土木工程学报,2002,35(2):1-7,19.

[5] 李继华,林忠民,李明顺,等.建筑结构概率极限状态设计[M].北京:中国建筑工业出版社,1990:332-341.

[6] 梁兴文,王社良,李晓文,等.混凝土结构设计原理[M].北京:科学出版社,2003:7-28.

[7] 袁雪霞,金伟良,刘鑫,等.扣件式钢管模板支撑方案的模糊风险分析模型[J].浙江大学学报,2006,40(8):1371-1376.

[8] 楼板及基础冲切强度专家组.钢筋混凝土板和基础冲切强度的试验研究[J].建筑结构学报,1987(4):12-22.

[9] JGJ 1302001建筑扣件式钢管脚手架安全技术规范[S].

[10] 袁雪霞,金伟良,鲁征,等.扣件式钢管支模架稳定承载能力研究[J].土木工程学报,2006,39(5):43-50.

[11] 赵挺生.高层建筑混凝土结构施工阶段安全性分析[D].上海:同济大学,2002.

[12] Epaarachchi D C , Stewart M G, Rosowsky D V. Structural?Reliability of Multistory Buildings During Construction [J]. Journal of Structural Engineering.2002,128(2):205-213.

Relative Articles

[1]	YAN Dawei, XUE Weichen, JIANG Jiafei. A State-of-the-Art Review on Deformation Performance of Concrete Beams Prestressed with FRP Tendons Under Sustained Loading[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 1-12. doi: 10.3724/j.gyjzG24043001
[2]	DENG Yousheng, PENG Chengpu, CHENG Zhihe, YANG Ruijuan, FU Yunbo, LI Lingtao. STUDY ON BEARING CHARACTERISTICS OF BAMBOO-PILE SOIL-NAIL COMPOSITE SUPPORT SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 141-147,38. doi: 10.13204/j.gyjzG20100902
[3]	Bian Shaoshuai, Yao Huansong, Tan Yuehu, Li Erbing, Yang Meng, Zhou Jun. RESEARCH ON FULL FRAMING CONSTRUCTION OF LARGE-SPAN DEEP EXCAVATIONS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 129-134. doi: 10.13204/j.gyjz201508024
[4]	Li Lianxiang Fu Qinghong Zhang Haiping, . PROGRESS AND KEY TECHNOLOGY OF CENTRIFUGAL MODEL TEST ON FOUNDATION PIT ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 142-149. doi: 10.13204/j.gyjz201510027
[5]	He Mingsheng, Wang Yong, Xia Duotian, Fu Xiaojian, Shi Leiwei. EXPERIMENTAL STUDY ON SHEARING STRENGTH OF THE NEW COMPOSITE BLOCK MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 94-98. doi: 10.13204/j.gyjz201305020
[6]	Li Chunsheng, Liu Renhuai, Huang Xiaomiao, Zhuang Hongsheng, Feng Guoyao. FIELD EXPERIMENTAL STUDY ON PUMPABLE CONCRETE POURING LATERAL PRESSURE MECHANISM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 122-126. doi: 10.13204/j.gyjz201304026
[7]	Hu Hexiang, Song Fuyuan, Geng Dongqing, Guo Heng. APPLICATION OF LADE-DUNCAN CRITERION IN EARTH PRESSURE CALCULATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 109-112,166. doi: 10.13204/j.gyjz201312020
[8]	Chen Xi, Xu Wei, Zuo Yuzhu. CENTRIFUGAL MODEL TESTS ON MECHANICAL PROPERTY OF CELLULAR DIAPHRAGM WALL[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 67-71. doi: 10.13204/j.gyjz201302014
[9]	Liu Bo, Liu Zhi-ming, Zhang Hui-dong, Chen Fu-lin, Liu Zhong, Xu Jia. SUPERVISION AND MANAGEMENT SYSTEM OF EXCAVATION ENGINEERING OF RESORTS WORLD SINGAPORE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 42-45,19. doi: 10.13204/j.gyjz201209010
[10]	Cao Zhouyang, Wang Xiaomou, Wang Junwei. STUDY ON LOAD REDUCTION TEST FOR HIGH-FILL DOUBLE PIPE CULVERT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 85-91. doi: 10.13204/j.gyjz201104019
[11]	Lu Kunlin, Zhu Dayong, Yang Yang. RESEARCH ON EARTH PRESSURE CONSIDERING DISPLACEMENT AND SOIL ARCHING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 88-92. doi: 10.13204/j.gyjz201105020
[12]	Cao Xianlei, Hao Jiping, Zhang Tianguang, Fan Chunlei, Guo Yonghua, Zhang Yao. EXPERIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF HIGH STRENGTH ANGLE STEEL ATTACHED BY ONE LEG[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 108-112. doi: 10.13204/j.gyjz200911025
[13]	Shi Haiying, Gong Xiaonan. STUDY ON THE BEHAVIOR OF CANTILEVER DOUBLE-ROW PILES SUPPORTING DEEP EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 67-71. doi: 10.13204/j.gyjz200910017
[14]	Tan Jing, Qiu Linbo, Zhang Yumin, Su Youpo, Su Jingyu. THE PROPERTY EXPERIMENTAL STUDY OF THE LATERAL AND VERTICAL COMPOUND SEISMIC ISOLATION SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 64-67. doi: 10.13204/j.gyjz200803018
[15]	Liu Wenlian, Liu Zheng, Liu Pengcheng. EXPRIMENTAL STUDY ON THE MECHANICAL PROPERTIES OF CONCRETE-FILLED CIRCULAR STEEL TUBE SHORT COLUMNS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 78-82. doi: 10.13204/j.gyjz200808020
[16]	Nie Rusong, Leng Wuming, Deng Zongwei, Zhao Jian. 3D FINITE ELEMENT RESEARCH ON SOIL ARCHING EFFECT BETWEEN THE PASSIVE SQUARE PILES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 47-52. doi: 10.13204/j.gyjz200707015
[17]	Guo Hongxian, Song Shushuang, Li Xiufeng. SOIL NAILING UNDER THE INFLUENCE OF THE SEASONAL FROST[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 67-70,119. doi: 10.13204/j.gyjz200508017
[18]	Chen Xuehua, Lv Wentian, Wang Yonghe, Leng Wuming. EXPERIMENTAL RESEARCH ON THE EARTH PRESSURE BEHIND ABUTMENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 43-46. doi: 10.13204/j.gyjz200510014
[19]	Dai Biaobing, Fan Qingguo, Zhao Xihong. A STUDY ON MONITORING OF UP-DOWN CONSTRUCTION FOR DEEP EXCAVATION ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 54-59,63. doi: 10.13204/j.gyjz200509015
[20]	Wang Mingbo. ANALYSIS METHOD OF INTERACTION BETWEEN FOUNDATION EXCAVATION AND ADJACENT BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 56-58. doi: 10.13204/j.gyjz200408019

Supplements(0)

Cited By

Cited by

Periodical cited type(3)

1.	李泉仪，高华喜. 计及地质强度指数的坝坡基坑岩土承压敏感性试验研究. 水利规划与设计. 2024(09): 143-147 .
2.	张树珺，徐志军. 超高层建筑复合桩基承载力可靠度仿真分析. 计算机仿真. 2024(09): 330-334 .
3.	高静，张起. 坝坡基坑岩土非线性压力破坏下应力敏感性试验研究. 粉煤灰综合利用. 2024(05): 76-80 .

Other cited types(0)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (97) PDF downloads(78)