A NEW DURABILITY DESIGN METHOD FOR CONCRETE STRUCTURES BASED ON EQUIVALENT RESISTANCE RELIABILITY

Li Shengyong; Zhang Zhe; Gong Jinxin

doi:10.13204/j.gyjz200708020

Volume 37 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(8): 77-81

Li Qingning, Zhang Pinle, Li Xiaolei. SHEAR LAG EFFECT ANALYSIS OF SHORT PIER SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 59-62. doi: 10.13204/j.gyjz201109013

Citation:

Li Shengyong, Zhang Zhe, Gong Jinxin. A NEW DURABILITY DESIGN METHOD FOR CONCRETE STRUCTURES BASED ON EQUIVALENT RESISTANCE RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 77-81. doi: 10.13204/j.gyjz200708020

Li Qingning, Zhang Pinle, Li Xiaolei. SHEAR LAG EFFECT ANALYSIS OF SHORT PIER SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 59-62. doi: 10.13204/j.gyjz201109013

Citation:

PDF( 0 KB)

A NEW DURABILITY DESIGN METHOD FOR CONCRETE STRUCTURES BASED ON EQUIVALENT RESISTANCE RELIABILITY

doi: 10.13204/j.gyjz200708020

1.
1. School of Civil and Hydraulic Engineering,Dalian University of Technology Dalian 116023;
2.
2. Civil Engineering Institute,Fuzhou University Fuzhou 350002

Received Date: 2006-12-27
Publish Date: 2007-08-20

Abstract

Abstract

On the basis of the current durability design theories and methods,a new durability design method is proposed for concrete structures.And it is based on equivalent resistance time dependant reliability under atmosphere environment.To demonstrate the benefit of the method for both feasibility and applicability,a case study is carried out.The results show that both concrete strength and cover thickness have great effect on the durability.But the effect induced by the change of cover thickness can be decreased by enhancing the concrete strength.The influence of change in the steel bar diameter on the durability is negligible with the increase of the concrete grade or raising cover thickness.
- concrete structures,
- equivalent resistance,
- durability,
- time dependant reliability

FullText(HTML)

References(22)

References

.贡金鑫,赵国藩. 钢筋混凝土结构耐久性研究的进展[J].工业建筑,2000,(05):1-5.doi: 10.3321/j.issn:1000-8993.2000.05.001.

.李田,刘西拉. 混凝土结构的耐久性设计[J].土木工程学报,1994,(02):47-55.

.赵国藩,金伟良,贡金鑫. 结构可靠度理论[M].北京:中国建筑工业出版社,2000.

.吴海军,陈艾荣. 桥梁结构耐久性设计方法研究[J].中国公路学报,2004,(03):57-61.doi: 10.3321/j.issn:1001-7372.2004.03.012.

.段金树. 日本混凝土结构耐久性设计准则(试行)简介[J].华东水利水电学院学报,1991,(04):56-60.

.Melchers R E. Importance Sampling in Structural Systems[J].Structural Safety,1989,(01):3-10.

.Melchers R E. Search_Based Importance Sampling[J].Structural Safety,1990,(01):117-128.

.Mori Y,Ellingwood B. Time_Dependent System Reliability Analysis by Adaptive Importance Sampling[J].Structural Safety,1993,(01):59-73.

.Lind N C. Approximate Analysis and Economics of Structures[J].Journal of the Structural Division ASCE,1976,(ST6).

.Kanda J,Ahmed K A. Optimum Reliability Based Design Loads due to Natural Hazard[J].Structural Engineering International,1997,(02).

.张苑竹,金伟良. 基于可靠度的混凝土梁耐久性优化设计[J].浙江大学学报,2003,(03):325-330.doi: 10.3785/j.issn.1008-973X.2003.03.015.

.屈俊文,张誉. 混凝土桥梁结构的耐久性优化设计[J].中国公路学报,1999,(01):62-70.

.Kanda J,Shah H. Engineering Role in Failure Cost Evaluation for Buildings[J].Structural Safety,1997,(01):79-90.

.贡金鑫,赵国藩. 钢筋混凝土结构考虑耐久性的可靠度研究进展[J].工业建筑,2000,(11):5-8.doi: 10.3321/j.issn:1000-8993.2000.11.002.

.公路钢筋混凝土及预应力混凝土桥涵设计规范[M].北京:人民交通出版社,2004.

.牛荻涛. 混凝土结构耐久性与寿命预测[M].北京:科学出版社,2003.

.GB/T 50283-1999.公路工程结构可靠度设计统一标准[S].

.贡金鑫,赵国藩. 考虑抗力随时间变化的结构可靠度分析[J].建筑结构学报,1998,(05):43-51.

.李田,刘西拉. 混凝土结构耐久性分析与设计[M].北京:科学出版社,1999.

.Thoft_Christensen P. Life_Cycle Cost Evaluation of Concrete Bridges[A].San Francisco CA,1998.

.中国工程院土木水利与建筑工程学部. 中国土木工程学会标准-混凝土结构耐久性设计与施工指南[S].北京:中国建筑工业出版社,2005.

.李扬海,鲍卫刚,郭修武. 公路桥梁结构可靠度与概率极限状态设计[M].北京:人民交通出版社,1997.

Relative Articles

[1]	XIONG Qingqing, GUI Haiwei, ZHANG Wang, LI Ge. Finite Element Parametric Analysis of Seismic Performance of Wide-Flange L-Shaped CFST Composite Columns with Built-in PBL[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 7-16,173. doi: 10.13204/j.gyjzG22042402
[2]	LI Bin, LUO Yanyan, LI Xingbo. Seismic Performance Test and Finite Element Analysis of Monolithic Precast Shear Wall with Partially-Connected Vertical Distributed Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 51-59,23. doi: 10.13204/j.gyjzG21040601
[3]	PANG Rui, DING Shusu, WANG Lu, WANG Yixiao, WANG Wenjie. FINITE ELEMENT ANALYSIS OF AXIAL COMPRESSION PROPERTIES OF PREFABRICATED SRCT SHEAR WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(9): 156-162. doi: 10.13204/j.gyjzG19112401
[4]	Yu Feng, Cheng Anchun, Xu Guoshi, Li Deguang. NONLINEAR FINITE ELEMENT ANALYSIS OF PVC-FRP CONFINED CONCRETE SHORT COLUMN UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 77-82. doi: 10.13204/j.gyjz201504014
[5]	Peng Lingyun, Xue Tao, Kang Yingjie. PERFORMANCE EXPERIMENT AND FINITE ELEMENT ANALYSIS OF SHAFTLESS VISCOUS DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 61-64. doi: 10.13204/j.gyjz201505014
[6]	Zhang Pinle, Li Qingning, Pan Wen, Tao Zhong. CUMULATIVE DAMAGE MODEL AND EXPERIMENT STUDY OF SHORT PIER SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 45-48.
[7]	Xue Jianyang, Zhang Jie, Ma Hui, Ren Rui, Wang Cheng. NON-LINEAR NUMERICAL SIMULATION ANALYSIS OF STEEL RECYCLED AGGREGATE CONCRETE COLUMN UNDER LOW-CYCLIC REVERSED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 40-45. doi: 10.13204/j.gyjz201309007
[8]	Zhang Pinle, Pan Wen, Tao Zhong. NONLINEAR MECHANICAL PROPERTIES ANALYSIS AND IMPROVEMENT OF SHORT PIER SHEAR WALL WITH IRREGULAR SECTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 66-70. doi: 10.13204/j.gyjz201304014
[9]	Su Yisheng, Ke Xiaojun, Chen Zongping. RESEARCH ON THE ANTI-CRACK BEARING CAPACITY OF STEEL REINFORCED HIGH-STRENGTH CONCRETE SHORT-LEG SHEAR WALL JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 32-35,40. doi: 10.13204/j.gyjz201211007
[10]	Li Xiaolei, Li Qingning, Zhang Pinle. REASERCH ON AXIAL COMPRESSION RATIO OF SHORT-LIMB SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 73-75,120. doi: 10.13204/j.gyjz201103014
[11]	Luo Ting, Qin Zhenhua, Yao Yangping, Wan Zheng. APPLICATION OF UNIFIED HARDENING MODEL TO FINITE ELEMENTANALYSIS UNDER COMPLEX LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 8-11,48. doi: 10.13204/j.gyjz201109002
[12]	Sun Jinkun, Guo Xiaokang, He Xin, Feng Yunping. RESEARCH ON VISCOUS DAMPERS APPLIED TO HIGH-RISE SHORT-LEG SHEAR WALLS STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 49-54,73. doi: 10.13204/j.gyjz201108014
[13]	Peng Xiaotong, Shen Lili, Lin Chen. FINITE ELEMENT ANALYSIS OF STEEL FRAME-REINFORCED CONCRETE INFILL WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 107-110. doi: 10.13204/j.gyjz201006024
[14]	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
[15]	Li Zhining, Li Qingning, Zhang Hongtao. THE MODIFIEDMVLE MODEL BASING ON THE PARAMETRIC VARIATIONAL PRINCIPLE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 31-35. doi: 10.13204/j.gyjz200804009
[16]	Hu Shulan. ANALYSIS OF MECHANICAL PROPERTY OF SHORT-PIER SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 67-69. doi: 10.13204/j.gyjz200809020
[17]	Si Bingjun, Sun Zhiguo, Ai Qinghua. APPLICATION OF SOLID65 ELEMENT IN THE FINITE ELEMENT ANALYSIS OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 87-92,81. doi: 10.13204/j.gyjz200701022
[18]	Zhang Shoujun, Li Oingning, Guo Zeying, Zhang Jin. SHEAR LAG AND ITS EFFECTS OF T-SHAPED SHORT-LEG SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 38-41. doi: 10.13204/j.gyjz200710011
[19]	Peng Fei, Cheng Wenrang, Fu Yuliang, Wang Jie. THE STUDY OF THE OPENING SIZE OF SHORT PIER SHEAR WALLS AND THE DEFINITION OF SHORT PIER SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 41-43. doi: 10.13204/j.gyjz200603011
[20]	LüYi. SOME EXPERIENCE IN DESIGNING TALL RESIDENTIAL BUILDING WITH SHORT PIER SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 40-41,46. doi: 10.13204/j.gyjz200501012