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Information Journal Paper

Title

ASSESSMENT OF HIGHER MODES EFFECTS IN THE STEEL MOMENT RESISTING FRAMES UNDER THE FAR AND NEAR FAULT EARTHQUAKES USING THE DAP METHOD

Pages

  1111-1130

Abstract

 In this research using the DAP METHOD, the higher modes effects under the far and NEAR-FAULT EARTHQUAKES are investigated. For this purpose 5 intermediate (ductility) steel moment resisting frames with 4, 7, 10, 15, and 20 stories have been investigated. The results show that in all the structures being investigated, the higher modes effects under the far fault earthquakes are greater with respect to the NEAR-FAULT EARTHQUAKES. Also, by increase in the structure's height, the effects of higher modes increase. The base shear resulting from the NEAR-FAULT EARTHQUAKES, considering the higher modes effects, has the negligible difference with the base shear resulting from the first mode of the structures.

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  • Cite

    APA: Copy

    GERAMI, M., MASHAYEKHI, A.H., & SIAHPOLO, N.. (2016). ASSESSMENT OF HIGHER MODES EFFECTS IN THE STEEL MOMENT RESISTING FRAMES UNDER THE FAR AND NEAR FAULT EARTHQUAKES USING THE DAP METHOD. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), 17(8), 1111-1130. SID. https://sid.ir/paper/299260/en

    Vancouver: Copy

    GERAMI M., MASHAYEKHI A.H., SIAHPOLO N.. ASSESSMENT OF HIGHER MODES EFFECTS IN THE STEEL MOMENT RESISTING FRAMES UNDER THE FAR AND NEAR FAULT EARTHQUAKES USING THE DAP METHOD. ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)[Internet]. 2016;17(8):1111-1130. Available from: https://sid.ir/paper/299260/en

    IEEE: Copy

    M. GERAMI, A.H. MASHAYEKHI, and N. SIAHPOLO, “ASSESSMENT OF HIGHER MODES EFFECTS IN THE STEEL MOMENT RESISTING FRAMES UNDER THE FAR AND NEAR FAULT EARTHQUAKES USING THE DAP METHOD,” ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING), vol. 17, no. 8, pp. 1111–1130, 2016, [Online]. Available: https://sid.ir/paper/299260/en

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