ارزیابی اثر شکست اتصالات و چیدمان اتصالات شکننده بر عملکرد لرزه ای قابهای خمشی فولادی

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[25]Cornell, C. A. and Luco, N.; “The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety: A Report on SAC Phase II Task 5,4.6,” Rep. No. SAC-BD/99-03, SAC Joint Venture, Sacramento, Calif., 1999.

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[27]Jalayer, F. and Cornell, C. A.; “A Technical Framework for Probability-based Demand and Capacity Factor (DCFD) Seismic Formats,” Report No. RMS-43, RMS Program, Stanford University, Stanford, CA., 2002.

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