FRAGILITY CURVES FOR REINFORCED CONCRETE FRAMES WITH LAP-SPLICED COLUMNS

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TARIVERDILOU S.; FARJADI A.; BARKHOURDARI M.

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Journal Paper

Paper Information

Journal: International Journal of Engineering Year:2009 | Volume:22 | Issue:(3 TRANSACTIONS A: BASIC) Page(s): 213-224

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Title

FRAGILITY CURVES FOR REINFORCED CONCRETE FRAMES WITH LAP-SPLICED COLUMNS

Author(s)

TARIVERDILOU S. | FARJADI A. | BARKHOURDARI M. | Issue Writer Certificate

Keywords

LAP-SPLICE

SLIP

INCREMENTAL DYNAMIC ANALYSIS

FRAGILITY CURVE

Abstract

Placing column LAP-SPLICE in the locations of possible nonlinear deformation may adversely affect the structures response to strong ground motions. Localization of damage in splice zone may change the structural response and prevent the load redistribution and development of a uniform pattern of nonlinear excursions among the various members. Validated by existing laboratory experiments, this study presents a model that could be used to evaluate the behavior of LAP-SPLICEd columns. The proposed model is able to include the effect of the longitudinal bars arrangement; bars yield stress, and the amount and spacing of transverse bars. Comparison with existing experimental tests, show a good correlation between the model and experimental results. Finally, to obtain an estimation of the importance of the bar SLIP in lap splice on the structures response, FRAGILITY CURVEs for life safety and collapse limit states are developed for an ordinary moment resisting frame of a one bay-ne story structure. INCREMENTAL DYNAMIC ANALYSIS is used to derive the FRAGILITY CURVEs. These FRAGILITY CURVEs show that the bar SLIP have significant impact on the probability of exceeding collapse limit state, while its impact on the life safety limit state is not so significant.

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APA: Copy

TARIVERDILOU, S., FARJADI, A., & BARKHOURDARI, M.. (2009). FRAGILITY CURVES FOR REINFORCED CONCRETE FRAMES WITH LAP-SPLICED COLUMNS. INTERNATIONAL JOURNAL OF ENGINEERING, 22((3 TRANSACTIONS A: BASIC)), 213-224. SID. https://sid.ir/paper/581633/en

Vancouver: Copy

TARIVERDILOU S., FARJADI A., BARKHOURDARI M.. FRAGILITY CURVES FOR REINFORCED CONCRETE FRAMES WITH LAP-SPLICED COLUMNS. INTERNATIONAL JOURNAL OF ENGINEERING[Internet]. 2009;22((3 TRANSACTIONS A: BASIC)):213-224. Available from: https://sid.ir/paper/581633/en

IEEE: Copy

S. TARIVERDILOU, A. FARJADI, and M. BARKHOURDARI, “FRAGILITY CURVES FOR REINFORCED CONCRETE FRAMES WITH LAP-SPLICED COLUMNS,” INTERNATIONAL JOURNAL OF ENGINEERING, vol. 22, no. (3 TRANSACTIONS A: BASIC), pp. 213–224, 2009, [Online]. Available: https://sid.ir/paper/581633/en

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