Global Restraint in Ultra-Lightweight Buckling-Restrained Braces
Tóm tắt
Từ khóa
Tài liệu tham khảo
AISC, 2010, Seismic provisions for structural steel buildings
ASCE, 2010, Minimum design loads forbuildings and other structures
ASTM, 2004, Annual book of ASTM standards
Black C. J. Makris N. and Aiken I. D. (2002). “Component testing stability analysis and characterization of buckling-restrained braces.” Rep. No. PEER 2002/08 University of California Berkeley CA.
Brando G. De Matteis G. and Mazzolani F. M. (2009). “Simplified analytical modeling of compact pure aluminum shear panels.” Stessa 2009: Proc. 6th Int. Conf. on Behaviour of Steel Structures in Seismic Areas Philadelphia CRC Press/Balkema AK Leiden The Netherlands 829–834.
Chao C. C. and Chen S. Y. (2009). “Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces with a replaceable core.” Stessa 2009: Proc. 6th Int. Conf. on Behaviour of Steel Structures in Seismic Areas Philadelphia CRC Press/Balkema AK Leiden The Netherlands 945–951.
D’Aniello M. Della Corte G. and Mazzolani F. (2008). “Experimental tests of a real building seismically retrofitted by special buckling-restrained braces.” 2008 Seismic Engineering Conf. Commemorating the 1908 Messina and Reggio Calabria Earthquake Reggio Calabria Italy American Institute of Physics Melville NY 1513–1520.
D’ Aniello M. Della Corte G. and Mazzolani F. M. (2009). “All-steel buckling-restrained braces for seismic upgrading of existing reinforced concrete buildings.” Stessa 2009: Proc. 6th Int. Conf. on Behaviour of Steel Structures in Seismic Areas Philadelphia CRC Press/Balkema AK Leiden The Netherlands 561–566.
Dusicka P. and Wiley B. (2008). “Concept of buckling restraint of steel braces with fiber reinforced polymers.” Proc. 2008 Structures Conf. Vancouver BC Curran Associates Inc. Red Hook NY 2308–2314.
Ekiz E. El-Tawil S. Parra-Montesinos G. and Goel S. (2004). “Enhancing plastic hinge behavior in steel flexural members using CFRP wraps.” Proc. 13th World Conf. on Earthquake Engineering Paper No. 2496 Vancouver BC International Association of Earthquake Engineering (IAEE) Tokyo Japan.
FEMA. (2000). FEMA-355C FEMA Berkeley CA.
Mazzolani F. M. Della Corte G. and Faggiano B. (2004). “Seismic upgrading of RC buildings by means of advanced techniques: The ILVA-IDEM project.” Proc. 13th World Conf. on Earthquake Engineering Paper No. 2703 Vancouver BC International Association of Earthquake Engineering (IAEE) Tokyo Japan.
Rai D. C. and Wallace B. J. (2000). “Aluminum shear-link for seismic energy dissipation.” Proc. 12th World Conf. on Earthquake Engineering Paper No. 0279 Auckland New Zealand International Association of Earthquake Engineering (IAEE) Tokyo Japan.
Simulia, 2010, Abaqus users manual v. 6.10.2
Usami T. Ge H. and Luo X. (2008). “Overall buckling prevention condition of buckling restrained braces as a structural control damper.” Proc. 14th World Conf. on Earthquake Engineering Beijing China International Association of Earthquake Engineering (IAEE) Tokyo Japan.
Wada A. Saeki E. Takeuchi T. and Watanabe A. (1989). “Development of unbonded brace.” Column Technical Publication No. 115 1989.12 Nippon Steel Japan.
Watanabe A. Hitomoi Y. Saeki E. Wada A. and Fujimoto M. (1988). “Properties of braces encased in buckling-restraining concrete and steel tube.” 9th World Conf. on Earthquake Engineering Vol. IV Tokyo-Kyoto Japan International Association of Earthquake Engineering (IAEE) Tokyo Japan 719–724.
Watanabe A. and Nakamura H. (1992). “Study on the behavior of buildings using steel with low yield point.” Proc. 10th World Conf. on Earthquake Engineering Balkema Rotterdam Netherlands 4465–4468.
