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Information Journal Paper

Title

MODIFIED FRYE-MORRIS POLYNOMIAL MODEL FOR DOUBLE WEB-ANGLE CONNECTIONS

Pages

  295-306

Abstract

 The polynomial model proposed by Frye-Morris is generally used to predict the MOMENT-ROTATION behaviour of eight types of angle connections. The problem with the Frye-Morris model is that it either overestimates or underestimates the connection stiffness as it was developed by assimilating only few test results. A nominal air-gap distance of 10 mm is provided between beam and column, while assembling the connections for fabrication conveniences. This air-gap distance has considerable influence on the connection behaviour observed from the previous studies and an improved polynomial model was suggested for top and seat-angle connection based on the numerical parametric studies by considering the air-gap distance as an additional size parameter. In line with this, the Frye-Morris model for DOUBLE WEB-ANGLE CONNECTION is also modified based on numerical parametric studies. A new equation is proposed based on the Frye–Morris procedure with air gap as an additional parameter. The proposed equation is compared with the experimental results and Frye-Morris model and is found to be in close agreement.

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    Cite

    APA: Copy

    PRABHA, P., REKHA, S., MARIMUTHU, V., SARAVANAN, M., PALANI, G.S., & SURENDRAN, M.. (2015). MODIFIED FRYE-MORRIS POLYNOMIAL MODEL FOR DOUBLE WEB-ANGLE CONNECTIONS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 7(3), 295-306. SID. https://sid.ir/paper/319804/en

    Vancouver: Copy

    PRABHA P., REKHA S., MARIMUTHU V., SARAVANAN M., PALANI G.S., SURENDRAN M.. MODIFIED FRYE-MORRIS POLYNOMIAL MODEL FOR DOUBLE WEB-ANGLE CONNECTIONS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2015;7(3):295-306. Available from: https://sid.ir/paper/319804/en

    IEEE: Copy

    P. PRABHA, S. REKHA, V. MARIMUTHU, M. SARAVANAN, G.S. PALANI, and M. SURENDRAN, “MODIFIED FRYE-MORRIS POLYNOMIAL MODEL FOR DOUBLE WEB-ANGLE CONNECTIONS,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 7, no. 3, pp. 295–306, 2015, [Online]. Available: https://sid.ir/paper/319804/en

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