1- امیریراد، مریم؛ (۱۳۹۴)، «بررسی رفتار قابهای سهبعدی بتنآرمه تحت اثر خرابی پیشرونده»، پایاننامه کارشناسی ارشد، دانشکده فنی و مهندسی عمران، دانشگاه تبریز.
2- توکلیفرد، حمیدرضا؛ مرادیافراپلی، مجید؛ (۱۴۰۰)، «اثیر میزان نامنظمی در پلان بر پتانسیل خرابی پیشرونده ساختمانهای فولادی با سیستم قاب خمشی و مهاربندی دوگانه»، هشتمین کنگره ملی مهندسی عمران، دانشگاه صنعتی بابل
3-حمیدیشاد، محمدحسین؛ (۱۳۹۴)، «بررسی غیرخطی آسیبپذیری سازههای قاب خمشی بتنآرمه در برابر خرابی پیشرونده»، پایاننامه کارشناسی ارشد، دانشکده فنی و مهندسی، دانشگاه علم و فرهنگ، خرداد ماه.
4-دربانیان، رضا؛ (۱۳۹۱)، «ارزیابی نیازهای لرزهای قاب خمشی فولادی تحت رکوردهای متوالی حاوی لرزش اصلی و پسلرزه»، پایاننامه کارشناسی ارشد، استاد راهنما: دکتر سید بهرام بهشتیاول، دانشگاه صنعتی خواجه نصیرالدین طوسی.
5-طبایی، سیدسعید؛ افشاری، محمد؛ ضیاییمهر، بهادر؛ بهار، امید؛ (۱۳۹۵)، «ارزیابی عملکرد سیستم ترکیبی دیاگرید در سازههای بلندمرتبه»، دهمین کنگره بینالمللی مهندسی عمران، دانشکده مهندسی عمران، دانشگاه تبریز، ۱۵ تا ۱۷ اردیبهشت
6-ATC-58, (2011). Guidelines for Seismic Performance Assessment of Buildings. Redwood City, CA: Applied Technology Council.
7-Anagnos, T.; Rojahn, C.; and Kiremidjian, A.S., (1994). “Building Fragility Relationships for California”, Proceedings of the Fifth U.S. National Conference on Earthquake Engineering, pp. 389-396.
8-Arizaga, G., (2006). “Earthquake Induced Damage Estimation for Steel Buildings in Puerto Rico”, Master of Science Thesis in Civil Engineering, University of Puerto Rico.
9- Vamvatsikos, D. and Cornell, C.A., (2003). “Incremental Dynamic Analysis”, Earthquake Engineering and Structural Dynamics, 31(3), pp. 491-514.
10- Azarbakht, A. and Dolsek, M., (2010). “Progressive Incremental Dynamic Analysis”, Journal of Structural Engineering, (ASCE), 137(3), pp. 445-455.
11- Baile, V. and Bage, A.A., (2017). “Comparative Study of Diagrid, Simple Frame and Various Bracing Systems”, International Journal of Innovative Research in Science, Engineering and Technology, 6(6), pp. 11967-11975.
12-Barbosa, A.R. and Ramadhan, G., (2014). “Seismic Performance of a Tall Diagrid Steel Building with Tuned Mass Dampers”, International Journal of Innovations in Materials Science and Engineering, 1(2), pp. 244-252.
13-Fawzia, S. and Fatima, T., (2010). “Deflection Control in Composite Building by Using Belt Truss and Outriggers System”, Proceedings of the 2010 World Academy of Science, Engineering and Technology Conference.
14- Federal Emergency Management Agency (FEMA), (2009). Quantification of Building Seismic Performance Factors. Report No. FEMA P695, Federal Emergency Management Agency, Washington, DC.
15-Gerasimidis, S.; Efthymiou, E.; and Baniotopoulos, C., (2009). “Optimum Outrigger Locations of High-Rise Steel Buildings for Wind Loading”, EACWE 5, Florence, Italy.
16- Ghobarah, A., (2004). “Response of Structures to Near-Fault Ground Motions”, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August.
17-Haghollahi, A.; Besharat, F.; Ferdous, M.; and Kasiri, M., (2012). “Optimization of Outrigger Locations in Steel Tall Buildings Subjected to Earthquake Loads”, The 15th World Conference on Earthquake Engineering, Lisboa.
18-Huo, J.R. and Hwang, H., (1996). “Fragility of Memphis
19- Jahanshahi, M.R. and Rahgozar, R., (2013). “Optimum Location of Outrigger-Belt Truss in Tall Buildings Based on Maximization of the Belt Truss Strain Energy”, International Journal of Engineering, 26(7), pp. 693-700.
20-Jalayer, F., (2003). “Direct Probabilistic Seismic Analysis: Implementation Non-Linear Dynamic Assessments”, Blume Center Technical Reports.
21-Jani, K. and Patel, P.V., (2013). “Analysis and Design of Diagrid Structural System for High Rise Steel Buildings”, Procedia Engineering, 51, pp. 92-100.
22- Kia Darbandsari, S. and Firoozi Nezamabadi, M., (2017). “A Comparative Study on Seismic Performance of Hexagrid, Diagrid and Tubular Structural Systems”, Journal of Structural Engineering and Geotechnics, 7(1), pp. 55-65.
23- Kim, J.; Jun, Y.; and Lee, Y.H., (2011). “Seismic Performance Evaluation of Diagrid System Buildings”, 2nd Specialty Conference on Disaster Mitigation, Manitoba, June.
24-Kiran Nanduri, R.; Suresh, B.; and Hussain, I.H.M.D., (2013). “Optimum Position of Outrigger System for High-Rise Reinforced Concrete Buildings Under Wind and Earthquake Loadings”, American Journal of Engineering Research (AJER), 2(8), pp. 76-89.
25-McNabb, J.W. and Bess, M.B., (1975). “Drift Reduction Factors for Belted High Rise Structures”, Engineering Journal - American Institute of Steel Construction.
26-Moradi, M. and Abdolmohammadi, M., (2020). “Seismic Fragility Evaluation of a Diagrid Structure Based on Energy Method”, Journal of Constructional Steel Research, 174, 106311.
27-Murao, O. and Yamazaki, F., (2000). “Development of Fragility Curves for Buildings in Japan”, Confronting Urban Earthquakes: Report of Fundamental Research on the Mitigation of Urban Disasters Caused by Near-Field Earthquakes, pp. 226-230.
28-Noel Francis; Vasugi, K.; and Mathew Paul, (2019). “Structural Behavior of High Rise Building using Different Hexagrid Sizes for Earthquake Loading”, International Journal of Recent Technology and Engineering (IJRTE), 8(1), pp. 1199-1203.
29-Raj Kiran Nanduri, P.M.B.; Suresh, B.; and Hussain, M.I., (2013). “Optimum Position of Outrigger System for High-Rise Reinforced Concrete Buildings Under Wind And Earthquake Loadings”, American Journal of Engineering Research (AJER), 2(8), pp. 76-89.
30-Reihorn, M.; Barron, C.; and Ayala, A., (2001). “Spectral Evaluation of Seismic Fragility of Structures”, Structural Safety and Reliability, Balkema Publishers.
31-Rutenberg, A. and Tal, D., (1987). “Lateral Load Response of Belted Tall Building Structures”, Engineering Structures, 9(1), pp. 53-67.
32-Smith, B.S. and Salim, I., (1983). “Formulate for Optimum Drift Resistance of Outrigger Braced Tall Building Structures”, Computers & Structures, 17(1), pp. 45-50.
33-Smyth, A., (2004). “Probabilistic Benefit-Cost Analysis for Earthquake Damage Mitigation: Evaluating Measures for Apartment Houses in Turkey”, Earthquake Spectra, 20(1), pp. 171-203.
34- Smyth, A.W.; Altay, G.; Deodatis, G.; Erdik, M.; Franco, G.; Gülkan, P.; Kunreuther, H.; Luş, H.; Mete, E.; Seeber, N.; and Yüzügüllü, Ö., (2004). “Probabilistic Benefit-Cost Analysis for Earthquake Damage Mitigation: Evaluating Measures for Apartment Houses in Turkey”, Earthquake Spectra, 20(1), pp. 171-203.
