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Cites:

Information Journal Paper

Title

INNOVATIVE CONSTRUCTIONAL DETAIL OF MOMENT RESISTING CONNECTION JOINED TO CRUCIFORM COLUMNS

Pages

  65-78

Abstract

 The rate of applying CRUCIFORM COLUMNs with bolted connection in double directed moment resisting frames and tubular systems has positive trend because of their architectural advantages. Construction of double plate for shear strengthening PANEL ZONE and continuity plate, with regard to special moment resisting frame requirement, needs convenient detail which is presented in this research. There was no applicable information in this research field, so new constructional details involving inclined plates and vertical angles were presented in order to strengthen the PANEL ZONE. Furthermore, the different welding configurations were studied. For this reason, 16 nonlinear numerical models were simulated to study different constructional detail of PANEL ZONE. In present research, steel material and weld behavior were evaluated by fracture indexes of material. Results show the performance of PANEL ZONE will be improved by using proposed constructional details.

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  • Cite

    APA: Copy

    BAGHERI, ATIEH, & GHOBADI, MOHAMMAD SOHEIL. (2017). INNOVATIVE CONSTRUCTIONAL DETAIL OF MOMENT RESISTING CONNECTION JOINED TO CRUCIFORM COLUMNS. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 3(4 (9)), 65-78. SID. https://sid.ir/paper/252498/en

    Vancouver: Copy

    BAGHERI ATIEH, GHOBADI MOHAMMAD SOHEIL. INNOVATIVE CONSTRUCTIONAL DETAIL OF MOMENT RESISTING CONNECTION JOINED TO CRUCIFORM COLUMNS. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2017;3(4 (9)):65-78. Available from: https://sid.ir/paper/252498/en

    IEEE: Copy

    ATIEH BAGHERI, and MOHAMMAD SOHEIL GHOBADI, “INNOVATIVE CONSTRUCTIONAL DETAIL OF MOMENT RESISTING CONNECTION JOINED TO CRUCIFORM COLUMNS,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 3, no. 4 (9), pp. 65–78, 2017, [Online]. Available: https://sid.ir/paper/252498/en

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