تعیین مشخصه بار لغزش میراگرهای اصطکاکی در طبقات مختلف قاب‌های ساختمانی بر اساس شکل‌پذیری هدف

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[10]    Lee, S. H., Park, J. H., Lee, S. K., Min, K. W., "Allocation and Slip Load of Friction Dampers for a Seismically Excited Building Structure Based on Storey Shear Force Distribution", Engineering Structures, 2008, 30 (4), 930-940.

[11]    Apostolakis, G., Dargush, G. F., "Optimal Seismic Design of Moment-Resisting Steel Frames with Hysteretic Passive Devices”, Earthquake Engineering and Structural Dynamics, 2010, 39 (4), 355-376.

[12]    Karami Mohammadi, R., El Naggar, M. H., Moghaddam, H., "Optimum Strength Distribution for Seismic Resistant Shear Buildings", International Journal of Solids and Structures, 2004, 41 (22-23), 6597-6612.

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[18] باقری، س.، طبیعت‌نژاد، د.، "توزیع بهینه سختی میراگرهای فلزی جاری شونده در ارتفاع ساختمان‌های قاب خمشی فولادی"، اساس- فصل­نامه علمی و پژوهشی انجمن مهندسی عمران، 1391، 14 (33)، 58-65.

[19]    Powell, G. H., Allahabadi, R., "Seismic Damage Prediction by Deterministic Methods: Concepts and Procedures", Earthquake Engineering and Structural Dynamics, 1988, 16 (5), 719-734.