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  • 學位論文

挫屈束制消能支撐構架與自復位斜撐構架之耐震行為

SEISMIC RESPONSES OF BUCKLING-RESTRAINED BRACED FRAMES AND SELF-CENTERING BRACED FRAMES

指導教授 : 周中哲

摘要


The seismic response of Buckling restrained braced frames (BRBF) and self-centering braced frame (SCBF) is compared when used in building structures of 3 to 6 stories in height. Ten earthquake ground motion records with 10% probability of exceedance in 50 years (DBE level) and 2 % probability of exceedance in 50 years (MCE level) are used in this study. The SCBF system performs better than BRBF system in terms of mean interstory drift, and the SCBF system has significant smaller residual drifts than the BRBF.

並列摘要


The seismic response of Buckling restrained braced frames (BRBF) and self-centering braced frame (SCBF) is compared when used in building structures of 3 to 6 stories in height. Ten earthquake ground motion records with 10% probability of exceedance in 50 years (DBE level) and 2 % probability of exceedance in 50 years (MCE level) are used in this study. The SCBF system performs better than BRBF system in terms of mean interstory drift, and the SCBF system has significant smaller residual drifts than the BRBF.

參考文獻


AISC.(2005),“Manual of steel construction Load and Resistance Factor Design”, American Institute of steel Construction, ,Chicago ,Illinois.
Lopez, W.A and Sabelli ,R.2004.”Seismic Design of Buckling-Restrained braced frame “, Steel Tips, Structure Steel Education Council , Moraga,CA.
Christopoulos, C., Tremblay , R.,Kim, H,J and Lacerte, M.(2008) .”Self –Centering Energy Dissipative Bracing System for the Seismic Resistance of structure “, Development and Validation ,ASCE, Journal of Structure Engineering .
Sabelli, R., Mahin, S.A., and Chang, C. (2003). "Seismic demands on steel braced-frame buildings with buckling-restrained braces," Engineering Structures, Vol. 25, No. 5, pp. 655-666, Elsevier Science Limited, New York.
Uang, C.M., and Kiggins, S. (2003). "Reducing residual drift of buckling-restrained braced frames as a dual system," in Proceedings of International Workshop on Steel and Concrete Composite Construction (IWSCCC-2003), pp.189-198, Report

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