بررسی نحوه اعمال ضوابط کنترل تغییر مکان بر رفتار لرزه ای ساختمانهای فولادی لاغر

[1]Regulations of Resistant Design of Buildings against Earthquake, Standard 2800, 3^rd Edition, Building and Housing Research Center, 2005 (in Persian).

[2]Mir-Kazemi, S. S.; “Investigating the Seismic Behavior of Slender Buildings, Regarding How to Satisfy Drift Control Criteria,” M.Sc. Thesis, Sadrol-Moteallehin Institute of Higher Education, Tehran, 2011 (in Persian).

[3]Afzal-Soltani, R.; “Investigation of Applying Privacy Control Effects of Shifting on Seismic Behavior of Buildings,” M.Sc. Thesis, International Institute of Earthquake Engineering and Seismology, Tehran, Iran, 2012 (in Persian).

[4]Valamanesh, V.; “Three-dimensional Non-linear Seismic Analysis of Buildings by Endurance Time Method,” Ph.D. Dissertation, Sharif University of Technology, Tehran, Iran, 2010 (in Persian).

[5]Hosseini-Hashemi, B.; “Investigation of Vertical Component Effects of Acceleration on Building Construction,” International Institute of Earthquake Engineering and Seismology (in Persian).

[6]No. 370 a Journal; “Instructions of Seismic Retrofitting for Existing Buildings,” 2006 (in Persian).

[7]Geramin. M. and Mahdizadeh, K.; “Evaluation of Damage Index for Buildings,” Journal of Strengthening and Improving Industry, No. 3, pp. 47–53, 2007 (in Persian).

[8]Firouzbakht, M.; Vosoughifar, H. R. and Erfani, S.; “Introduction of a High Performance Seismic Damage Index from Existing Analytical Indicators,” Journal of Seismology and Earthquake Engineering, Vol. 13, Nos. 1–2, pp. 23–34, 2010 (in Persian).

[9]Naderi, M.; Rezaeian, A. and Tanoursaz, M.; “Evaluation of the Vulnerability Index for Steel Bending Frames before and after Seismic Retrofitting with Steel Braces and Shear Walls,” Structure and Steel Journal of Science and Research, Vol. 6, No. 8, pp. 17–31, 2010 (in Persian).

[10]Vamvatsikos, D. and Cornell, C. A.; “Direct Estimation of the Seismic Demand and Capacity of MDOF Systems through Incremental Dynamic Analysis of an SDOF Approximation,” ASCE Journal of Structural Engineering, Vol. 131, No. 4, pp. 589–599, 2005.

[11]Estekanchi-Homayoon, E.; Vafai, A. and Riahi, H. T.; “Endurance Time Method: from Ideation to Application,” Proceedings of a U.S.–Iran Seismic Workshop, Irvine, California, pp. 205–218, 2009.

[12]Estekanchi, H. E.; Vafai, A. and Sadeghazar, M.; “Endurance Time Method for Seismic Analysis and Design of Structures,” Scientia Iranica, Vol. 11, No. 4, pp. 361–370, 2004.

[13]Federal Emergency Management Agency, Improvement of Nonlinear Static Seismic Analysis Procedure, FEMA‑440, Table C–2.

[14]Hariri-Ardebili, M. A.; Zarringhalam, Y. and Yahyai, M.; “Comparison of Endurance Time Analysis and Incremental Dynamic Analysis in Estimation of SMRFs Responses,” JSCE, 2013.

[15]Park, Y. J.; Reinhorn, A. M. and Kunnath, S. K.; “Seismic Damage Analysis of Reinforced Concrete Buildings,” Proceeding of 9^th World Conference on Earthquake Engineering, Tokyo, Japon, Vol. 8, 1988.