RESEARCH ON SEISMIC FRAGILITY OF MULTI-AGED RC SHEAR WALL STRUCTURES IN OFFSHORE ATMOSPHERIC ENVIRONMENT

QIN Qing; QIU Jisheng; ZHANG Chenghua; GUAN Xiao; HOU Piji

doi:10.13204/j.gyjzG19112606

Volume 50 Issue 12

Mar. 2021

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(12): 32-41

Yao Jian, Tang Tingting, Chen Baixin. COMPARISON AND STUDY ON CALCULATION METHODS OF COLD-FORMED THIN-WALLED LIPPED CHANNEL MEMBERS' CAPACITY OF DISTORTIONAL BUCKLING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 120-123. doi: 10.13204/j.gyjz201306024

Citation:

QIN Qing, QIU Jisheng, ZHANG Chenghua, GUAN Xiao, HOU Piji. RESEARCH ON SEISMIC FRAGILITY OF MULTI-AGED RC SHEAR WALL STRUCTURES IN OFFSHORE ATMOSPHERIC ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 32-41. doi: 10.13204/j.gyjzG19112606

Citation:

PDF( 3582 KB)

RESEARCH ON SEISMIC FRAGILITY OF MULTI-AGED RC SHEAR WALL STRUCTURES IN OFFSHORE ATMOSPHERIC ENVIRONMENT

doi: 10.13204/j.gyjzG19112606

School of Civil and Architecture Engineering, Xi'an University of Science and Technology, Xi'an 710054, China

Received Date: 2020-04-22
Available Online: 2021-03-31

Abstract

Abstract

In the offshore atmospheric environment, the corrosion of steel bars will lead to the seismic behavior of shear wall structures degenerated. It is necessary to establish the seismic fragility model of corroded RC shear wall structures. The typical shear wall structure was taken as the research object. Based on PERFORM-3D, the corrosion of steel bars in the offshore atmosphere was mainly considered by the principle of material degradation, and the numerical models of RC shear wall structures were established by fiber model. Taking PGA as the intensity index of ground motion, 22 seismic waves were amplitude modulated, and the demand model parameters of typical structures corresponding to different layers with different ages were obtained. The performance index limit of multi-aged RC shear wall structures was defined, and the seismic fragility analysis of typical shear wall structures of different layers with different ages under the condition of seismic fortification intensity 8 was carried out respectively. The results showed that with the increase of age, the probability of exceeding limit state of typical shear wall structures with different layers increased.
- offshore atmospheric environment,
- multi-aged,
- corrosion,
- RC shear wall structure,
- seismic fragility

FullText(HTML)

References(37)

References

YALCINER H, SERHAN S, EREN O. Time-Dependent Seismic Performance Assessment of a Single-Degree-of-Freedom Frame Subject to Corrosion[J]. Engineering Failure Analysis, 2012, 19:109-122.

YALCINER H, SENSOY S, EREN O. Effect of Corrosion Damage on the Performance Level of a 25-Year-Old Reinforced Concrete Building[J]. Shock and Vibration, 2015, 19(5):891-902.

YALÇLNER H. Predicting Performance Level of Reinforced Concrete Structures Subject to Corrosion as a Function of Time[D]. Harrisonburg:Eastern Mediterranean University, 2012.

SIMIONI P. Seismic Response of Reinforced Concrete Structures Affected by Reinforcement Corrosion[D]. Braunschweig:University of Braunschweig-Institute of Technology, 2009.

PITILAKIS K D, KARAPETROU S T, FOTOPOULOU S D. Consideration of Aging and SSI Effects on Seismic Vulnerability Assessment of RC Buildings[J]. Bulletin of Earthquake Engneering, 2014, 12(4):1755-1776.

HASELTON C B. Assessing Seismic Collapse Safety of Modern Reinforced Concrete Moment-Frame Buildings[D]. Standford:Stanford University, 2006.

PORTER K, CHO I. Characterizing a Building Class via Key Features and Index Buildings for Class-Level Vulnerability Functions[R]. Colorado:University of Colorado at Boulder, 2013.

PITILAKIS K, CROWLEY H, KAYNIA A. SYNER-G:Typology Definition and Fragility Functions for Physical Elements at Seismic Risk[J]. Geotechnical Geological and Earthquake Engineering, 2014, 27.

中华人民共和国住房和城乡建设部. 建筑抗震设计规范:GB 50011-2010[S]. 北京:中国建筑工业出版社, 2010.

中华人民共和国住房和城乡建设部. 高层建筑混凝土结构技术规程:JGJ 3-2010[S]. 北京:中国建筑工业出版社.2011.

中华人民共和国住房和城乡建设部. 混凝土结构设计规范:GB 50010-2010[S]. 北京:中国建筑工业出版社, 2010.

中华人民共和国住房和城乡建设部. 建筑结构荷载规范:GB 50009-2012[S]. 北京:中国建筑工业出版社, 2012.

MARSH P S, FRANGOPOL D M. Reinforced Concrete Bridge Deck Reliability Model Incorporating Temporal and Spatial Variations of Probabilistic Corrosion Rate Sensor Data[J]. Reliability Engineering and System Safety, 2008, 93(3):1-16.

中华人民共和国交通部. 海港工程混凝土结构防腐蚀技术规范:JTJ 275-2000[S]. 北京:人民交通出版社, 2001.

中华人民共和国交通部. 港口水工建筑物检测与评估技术规范:JTJ 302-2006[S]. 北京:人民交通出版社, 2006.

VAL V, STEWART M G. Life-Cycle Cost Analysis of Reinforced Concrete Structures in Marine Environments[J]. Structural Safety, 2003, 25(4):343-362.

冯云芬, 贡金鑫, 杨国平, 等. 钢筋锈蚀率的概率模型及时变可靠度分析[J]. 水利水运工程学报, 2014(1):24-32.

高远, 陆春华, 袁思奇. 海工混凝土氯离子分布概率模型分析与应用[J]. 水利水运工程学报, 2016(1):37-43.

THOFT-CHRISTENSEN P. Corrosion and Cracking of Reinforced Concrete[C]//Third IABMAS Workshop on Life-Cycle Cost Analysis and Design of Civil Infrastructures Systems. Lausanne, Switzerland:2003.

MANGAT P S, MOLLOY B T. Prediction of Long Term Chloride Concentration in Concrete[J]. Materials and Structures, 1994, 27(7):338-346.

LIU T, WEYERS R W. Modeling the Dynamic Corrosion Process in Chloride Contaminated Concrete Structures[J]. Cement and Concrete Research, 1998, 28(3):365-379.

RAO A S. Structural Deterioration and Time-Dependent Seismic Risk Analysis[D]. Standford:Stanford University, 2014.

中华人民共和国建设部. 建筑结构检测技术标准:GB/T 50344-2004[S]. 北京:中国建筑工业出版社, 2004.

中华人民共和国交通部. 海港工程混凝土结构防腐蚀技术规范:JTJ 275-2000[S]. 北京:人民交通出版社, 2001.

苏林王, 王友元, 萧澎伟, 等. 海工钢筋混凝土结构锈胀裂缝宽度与锈蚀率的关系及其对黏结力的影响[J]. 中国港湾建设, 2011(3):5-8.

邸小坛, 周燕. 旧建筑物的检测加固与维护[M]. 北京:地震出版社, 1992.

ALONSO C, ANDRADE C, RODRIGUEZ J, et al. Factors Controlling Cracking of Concrete Affected Reinforcement Corrosion[J]. Materials and Structures, 1998, 31(7):435-441.

MANDER J B, PRIESTLEY M J N, PARK R. Theoretical Stress-strain Model for Confined Concrete[J]. Journal of Structural Engineering, 1988, 114(8):1804-1826.

刘博文, 徐开, 刘畅, 等. PERFORM-3D在抗震弹塑性分析与结构性能评估中的应用[M]. 北京:中国建筑工业出版社, 2014.

罗兴华. 高层RC框架-剪力墙结构地震易损性分析[D]. 北京:中国地震局地球物理研究所, 2011.

CORNELL C A, JALAYER F, HAMBURGER R O, et al. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines[J]. Journal of Structural Engineering, 2002, 128(4):526-533.

杨威. 氯盐侵蚀下锈蚀RC框架结构时变地震易损性研究[D]. 西安, 西安建筑科技大学, 2013.

HAZUS-MH MR4. Multi-Hazard Loss Estimation Methodology-Earthquake Model-Technical Manual[R]. Washington D C:Federal Emergency Management Agency, 2003.

WEN Y, ELLINGWOOD B R, VENEZIANO D, et al. Uncertainty Modeling in Earthquake Engineering:MAE Center Project FD-2 Report[R]. San Diego:US San Diego Jacobs School of Engineering, 2003.

SHOME N. Probabilistic Seismic Demand Analysis of Nonlinear Structures[D]. Stanford:Stanford University, 1999.

Applied Technology Council. Quantification of Building Seismic Performance Factors:FEMA P-695[S]. Washington DC:Federal Emergency Management Agency, 2009.

D'AYALA D, MESLEM A, VAMVASTIKOS D, et al. Guidelines for Analytical Vulnerability Assessment of Low-Mid-Rise Buildings:Methodology[J]. Utopian Studies, 2014, 25(25):150-173.

Relative Articles

[1]	LIN Sen, XUE Huajun, ZHANG Yuanjian. DEFORMATION CONTROL OF PILE FOUNDATIONS FOR A LONG-SPAN CABLE-STAYED BRIDGE UNDER CONSTRUCTION OF A LIGHT RAIL STATION WITH THE PILE-BEAM-ARCH METHOD[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(2): 206-210,198. doi: 10.13204/j.gyjzG20092701
[2]	LI Guoqing, MA Haichun, QIAN Jiazhong, ZHANG Qing. EXPERIMENTS AND SIMULATIONS ON FRACTURE OF ROCK WITH DIFFERENT NUMBERS OF FISSURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 181-187. doi: 10.13204/j.gyjzG20090802
[3]	DU Erfeng, ZHOU Xiongliang, QIN Le, HE Yunfei, SHU Ganping, ZHOU Guangen. EXPERIMENTAL RESEARCH ON FIRE RESISTANCE OF DOUBLE-SKIN MULTI-CAVITY COMPOSITE WALL WITH STEEL TRUSS EXPOSED TO ONE-SIDE FIRE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 24-28. doi: 10.13204/j.gyjz202003005
[4]	LIU Dianzhong, LI Hongxian, YANG Kai. MECHANICAL PERFORMANCE TESTS AND NUMERICAL SIMULATIONS OF COMPOSITE CONCRETE TWO-WAY SLABS REINFORCED WITH COLD-FORMED THIN-WALL SQUARE STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 170-179,198. doi: 10.13204/j.gyjzG20020408
[6]	Yang Zhong Ye Xianguo, . STUDY OF SEISMIC PERFORMANCE OF ULTRAHIGH TOUGHNESS CEMENTITIOUS COMPOSITE COUPLING BEAMS WITH SMALL SPAN-DEPTH RATIO[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 79-83. doi: 10.13204/j.gyjz201510015
[7]	Wang Tiecheng Li Dongyang Zhao Hailong Li Qinshan Wang Yuan Li Guoyao, . EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON MECHANICAL PERFORMANCE OF TRUSS WITH ROTARY DISH-TYPE FASTENER[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 132-137. doi: 10.13204/j.gyjz201507027
[8]	Li Qingning, Yan Lei, Cui Wei, Yin Junhong, Liao Xin. SHAKING TABLE TEST OF S-SHAPED IRREGULAR CURVE VIADUCT[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 86-90. doi: 10.13204/j.gyjz201508016
[9]	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
[10]	Li Chunlin. STUDY OF SHIELD CONSTRUCTION INFLUENCES ON MECHANICAL BEHAVIOR OF SOIL AROUND TUNNELING SHIELD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 93-97. doi: 10.13204/j.gyjz201312017
[11]	Yin Jiang, Hu Qigao, Li Peng. THE INFLUENCE OF VERTICAL EFFECT OF NEAR-FAULT EARTHQUAKE ON DISPLACEMENT DEMAND OF STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 60-66. doi: 10.13204/j.gyjz201306014
[12]	Chen Yadong, Wang Xudong, Cai Jiangdong. STUDY ON THE MECHANISM CHARACTERISTICS OF PILE-SOIL INTERFACE BASE ON DIGITAL IMAGE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 84-87,137. doi: 10.13204/j.gyjz201203018
[13]	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
[14]	Qin Peicheng, Zha Xiaoxiong, Yu Hang. STUDY ON POLYURETHANE FOAM MATERIAL CONSTITUTIVE RELATION AND IT. S APPLICATION IN SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 77-81. doi: 10.13204/j.gyjz200804020
[15]	Fang Enquan, Li Jinshun, Zhang Leishun. ANALYSIS ON THE INTERFACE BOND PERFORMANCE OF CFRP-CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 66-69. doi: 10.13204/j.gyjz200707020
[16]	Yue Qiang, Xiao Hongtian, Li Bo. BOUNDARY ELEMENT ANALYSIS OF STRESS AND DISPLACEMENT FIELD IN LAYERED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 52-55. doi: 10.13204/j.gyjz200612015
[17]	Jiang Li, Chen Lun. ANALYTICAL SOLUTION FOR THE LOAD-DISPLACEMENT RELATIONSHIP OF PULLOUT DX PILE BASED ON ELASTIC THEORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 65-70. doi: 10.13204/j.gyjz200605018
[18]	Zhang Yumei, Song Yupu, Zhao Yunfei, Dong Aoshuang. ELASTOPLASTIC FINITE ELEMENT ANALYSIS OF HOLLOW SHELL FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 60-63,73. doi: 10.13204/j.gyjz200511018
[19]	Liu Qijian, Yang Linde. ANALYSIS OF VERTICAL BEARING CAPACITY AND DISPLACEMENT BY THE SETTLEMENT OF PILE TOP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 35-37. doi: 10.13204/j.gyjz200503014
[20]	Zhang Guojun, LüXilin. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 20-22,26. doi: 10.13204/j.gyjz200503009