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Cites:

Information Journal Paper

Title

INVESTIGATION INTO BEHAVIOR OF CFT CIRCULAR COLUMNS UNDER LONG-TERM AXIAL AND CYCLIC LOADINGS

Pages

  322-346

Abstract

 The objective of this paper is to study the seismic behavior of circular CFT COLUMNS under LONG-TERM AXIAL LOADING. Five series of 3-D nonlinear finite element models were developed to investigate the effects of axial load, concrete age, concrete compressive strength, steel tube yield stress and slenderness on one year axial and then CYCLIC LOADINGs. For CREEP modeling, RFM method is used to forecast the CREEP coefficients. Then, the effects of CYCLIC LOADING on CREEPed CFT COLUMNS have been investigated. Based on the results, CREEP causes a reduction in sustainable shear force and ductility ratio and energy absorption capacity of specimens.

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  • Cite

    APA: Copy

    ABEDI, K., NABATI, A., AFSHIN, H., & FERDOUSI, A.. (2015). INVESTIGATION INTO BEHAVIOR OF CFT CIRCULAR COLUMNS UNDER LONG-TERM AXIAL AND CYCLIC LOADINGS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 16(3), 322-346. SID. https://sid.ir/paper/299115/en

    Vancouver: Copy

    ABEDI K., NABATI A., AFSHIN H., FERDOUSI A.. INVESTIGATION INTO BEHAVIOR OF CFT CIRCULAR COLUMNS UNDER LONG-TERM AXIAL AND CYCLIC LOADINGS. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2015;16(3):322-346. Available from: https://sid.ir/paper/299115/en

    IEEE: Copy

    K. ABEDI, A. NABATI, H. AFSHIN, and A. FERDOUSI, “INVESTIGATION INTO BEHAVIOR OF CFT CIRCULAR COLUMNS UNDER LONG-TERM AXIAL AND CYCLIC LOADINGS,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 16, no. 3, pp. 322–346, 2015, [Online]. Available: https://sid.ir/paper/299115/en

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