[1] میرقادری س‌ر، سروقدمقدم ع، یوسف‌پور ح، پهلوان ح (2009) ارزیابی رفتار لرزه‌ای غیرخطی ساختمان‌های بتنی ساخته شده با‌کاربرد قالب‌تونلی، اولین کنفرانس بین‌المللی تکنولوژی بتن، ایران، تبریز، 6 و 7 نوامبر.
[2] Balkaya C, Kalkan E (2004) Seismic vulnerability, behavior and design of tunnel form building structures. Eng Struct 26(14): 2081-2099.
[3] Lee L, Chang K, Chun Y (2000) Experimental formula for the fundamental period of RC building with shear wall dominant systems. Struct Des Tall Buil 9(4): 295-307.
[4] Balkaya C, Kalkan E (2003) Estimation of fundamental periods of shear-wall dominant building structures. Earthquake Eng Struct Dyn 32(7): 985-998.
[5] Balkaya C, Kalkan E (2004) Relevance of R-factor and fundamental period for seismic design of tunnel-form building. 13th World Conference on Earthquake Engineering, Vancouver, Canada.
[6] Balkaya C, Kalkan E (2003) Seismic design parameters for shear-wall dominant building structures. 14th national congress on Earthquake Engineering, mexico, 2003.
[7] Yuksel SB, Kalkan E (2007) Behavior of tunnel form buildings under quasi_static cyclic lateral loading. Struct Eng Mech 27(1): 99-115.
[8] Kalkan E, Yuksel SB (2007) Pros and cons of multi story RC tunnel-form (box-type) buildings. Struct Des Tall Buil 17(3): 601-617.
[9] Tavafoghi A, Eshghi S (2008) Seismic behavior of tunnel form concrete building structures. 14th World Conference on Earthquake Engineering, 12-17 October, Beijing, China.
[10] عشقی س، توافقی جهرمی ع (1391) بررسی آزمایشگاهی رفتار لرزه‌ای ساختمان‌های بتنی با سیستم تونلی، نشریه علمی پژوهشی امیر کبیر، مهندسی عمران، سال 44، شماره 1، صفحات 31-42.
[11] فناوری‌های تایید شده در راستای جزء 2-6، بند "د"، تبصره 6 (1386) گامی در صنعتی‌سازی ساختمان، ویرایش اول، انتشارات مرکز تحقیقات ساختمان و مسکن، صفحات 21 و 22.
[12] محسنیان و (1391) تعیین ضریب رفتار برای سازه‌های بتنی قالب تونلی، پایان‌نامه کارشناسی ارشد مهندسی عمران، گرایش زلزله، دانشگاه علم و فرهنگ تهران.
[13] Permanent Committee for Revising the Standard 2800 (2014) Iranian code of practice for seismic resistant design of buildings, Building and Housing Research Center, Tehran, Iran.
[14] ACI Committee 318 (2007) Building code requirements for structural concrete (ACI 318-08) and commentary, American Concrete Institute.
[15] Computers and Structures Inc. (CSI) (2008) Structural and Earthquake Engineering Software, ETABS, Extended Three Dimensional Analysis of Building Systems Nonlinear Version 9.5.0, Berkeley, CA, USA.
[16] Paulay T, Binney JR (1974) Diagonally reinforced coupling beams of shear-walls. ACI Special SP-42 2: 579–598.
[17] Computers and Structures Inc. (CSI) (2007) Structural and Earthquake Engineering Software, PERFORM-3D Nonlinear Analysis and Performance Assessment for 3-D Structures, Version 4.0.3, Berkeley, CA, USA.
[18] Technical Criteria Codification & Earthquake Risk Reduction Affairs Bureau (2007) Instruction for seismic rehabilitation of existing buildings, No. 360, Management and Planning Organization, Iran.
[19] ASCE (2007) Seismic Rehabilitation of Existing Buildings, ASCE/SEI41-06, American Society of Civil Engineers.
[20] PEER Ground Motion Database, Pacific Earthquake Engineering Research Center, Web Site: http://peer.berkeley.edu/peer_ground_motion_database.
[21] Vamvatsikos D, Cornell CA (2002) Incremental dynamic analysis. Earthquake Eng Struct Dyn 31(3): 491-514.
[22] بهشتی‌اول س‌ب (1391) بهسازی لرزه‌ای ساختمان‌های موجود، جلد اول، چاپ اول، انتشارات دانشگاه صنعتی خواجه نصیرالدین طوسی، صفحات 725-756 و 211-242.
[23] Berahman F, Behnamfar F (2007) Seismic fragility curves for un anchored on-grade steel storage tanks: bayesian approach. J Earthquake Eng 11(2): 166-192.
[24] Cimellaro GP, Reinhorn AM, Bruneau M, Rutenberg A (2006) Multi-dimensional fragility of structures: formulation and evaluation. Technical report MCEER-06-0002.
[25] Nielson BG (2005) Analytical fragility curves for highway bridges in moderate seismic zones. A Ph.D Thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology.
[26] Kinali K (2007) Seismic fragility assessment of steel frames in the central and eastern united states. A Ph.D Thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology.
[27] Khalvati AH, Hosseini M (2008) A new methodology to evaluate the seismic risk of electrical power substations. 14th World Conference on Earthquake Engineering, Beijing, China, 12-17 October.
[28] Bertro VV (1989) Evaluation of response reduction factors recommended by ATC and SEAOC. Proc.3rd U.S.Nat1 Conf. on Earthquake Engineering, South Carolina , PP.1663-1670.
[29] ATC (1995a) structural response modification factors. ATC-19 Report, Applied Technology Council, Redwood City, California.
[30] Miranda E (1991) Seismic evaluation & upgrading of existing buildings. A P.hd Thesis, University of California @ Berkeley.
[31] Lia SP, Biggs JM (1980) Inelastic response spectra for seismic building design. J Struct Div-ASCE 106(6): 1295-1310.
[32] Fajfar P (2000) A nonlinear analysis method for performance based seismic design. Earthq Spectra l16(3): 573-592.
[33] ATC (1996) Seismic evaluation of concrete buildings, Vol.1, ATC-40, Applied Technology Council, Redwood, CA.
[34] Annigeri S, Mittal AK (1996) Uncoupled frequency ratio in asymmetric buildings. Earthquake Eng Struct Dyn 25(8): 871-881.
[35] Tso WK, Wong CM (1995) Eurocode 8 seismic torsional provision evaluation. Eur Earthq Eng 9(1): 23-33.
[36] Jeong SH, Elnashai A (2006) New three-dimensional damage index for RC buildings with planar irregularities. J Struct Eng-ASCE 132(9): 1482-1490.
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