Evaluation on Safety of In-Service Structures Concerning Earthquake Resistance Based on Fourth-Order Moment of Limit State Function

Article Preview

Abstract:

During the process of being used, engineering structures will undergo material aging and structural damage with time passing by under the combined influence of internal factors including load, environment and structural material[1], and accumulation of such damages will cause decrease of bearing capacity, durability and reliability. Among various factors influencing the reliability of in-service structures, ultimate bearing capacity plays the decisive role in safety. In this paper, the fourth-order moment of limit state function is inferred through calculation of failure probability of in-service structures, and thus safety and durability of in-service structures can be ensured.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

2319-2322

Citation:

Online since:

December 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Zhao Guofan and Jin Weiliang. Theory of Structural Reliability [M]. Beijing: China Architecture & Building Press, 2000, 65-75.

Google Scholar

[2] Niu Ditao. Dynamic Reliability of In-service Structures [J]. Engineering Mechanics. 1996, 692-695.

Google Scholar

[3] Wang Guangyuan. Preliminary Research on Dynamic Reliability of Structures in Service and Theory of Maintenance. Journal of Harbin Architectural Engineering Institute, 1990, 23 (2): 1-10.

Google Scholar

[4] Niu Ditao. Mathematical Model for Reliability of In-service structures. Journal of Xi'an University of Architecture & Technology. 1995, 27 (3): 380-383.

Google Scholar

[5] Wang Guangyuan, et al. Practical Method for Design of Engineering Structure and Systematic Optimization of Earthquake Resistance [M]. Beijing: China Architecture & Building Press, 1999, 59-81.

Google Scholar

[6] Young-Ji Park, Alfredo H S Ang Mechanistic Seismic Damage Model for Reinforced Concrete[J]. Journal of Structural Engineering, ASCE, 1985, 111 (4): 722-739.

DOI: 10.1061/(asce)0733-9445(1985)111:4(722)

Google Scholar

[7] Robert E. Melchers, Assessment of in-service structures-Approaches and Research Needs[J]. Journal of Structural Engineering, ASCE, 2001, 127 (4): 406-411.

Google Scholar

[8] Niu Ditao and Wang Qinglin. Probabilistic Model for Resistance of In-service Structures and Statistical Parameters [J]. Journal of Xi'an University of Architecture & Technology 1997, 29 (4): 355-359.

Google Scholar

[9] Li Guiqing and Li Qiusheng. Theory about Time-dependent Reliability of Engineering Structures and Application [M]. Beijing: Science Press, 2001, 57-70.

Google Scholar

[10] Chen Zhaoyuan. Safety of Concrete Structures and Design Method for Normalized Reliability [J]. Architectural Technology, 2001, 32 (10): 682-687.

Google Scholar