مطالعه موردی در زمینه تأثیر اتصالات بر ضریب رفتار سیستم‌های دوگانه پیش‌ساخته

[1]        Choi, H., Choi, Y., Choi, C., "Development and Testing of Precast Concrete Beam-to-Column Connections", Engineering Structure, 2013, 56, 1820-1835.

[2]        Hyeong, J., Hong, G., Tae, E., "Cyclic Loading Test for Reinforced-Concrete of Precast Concrete Moment Frame", ACI Structural Journal, 2013, 110 (1), 115-125.

[3]        Wichen, X., Yang, X., "Seismic Tests of Concrete moment-resisting frames and Connections", PCI Journal, 2010, 12, 102-121.

[4]        Maya, L., Zanuy, C., Albajar, L., Lopez, C., Portabella, J., "Experimental Assessment of Connections for Precast Concrete Frames Using Ultra High Performance Fiber Reinforced Concrete", Construction", 2013, , 173-186.

[5]        Rodriguez, M., Torres, M., "Seismic Behavior of a Type of Welded Precast Concrete Beam-Column Connection", PCI Journal, 2013, , 81-94.

[6]        Hong, W., Kim, S., Park, S., Kim, J., Lee, S., Yoon, K., Kim, S., "Composite Beam Composed of Steel and Precast Concrete (Modularized Hybrid System)", The Structural Design of Tall and Special Buildings, 2010, , PP. 707-727.

[7]        Hawileh, R., Rahman, A., Tabatabai, H., "Nonlinear Finite Element Analysis and Modeling of a Arecast Hybrid Beam-Column Connection Subjected to Cyclic Loads", Applied Mathematical Modeling, 2010, 34, 2562-2583.

[8]        Ozden, S., Ertas, O., “Behavior of Unbounded, Post-Tensioned, Precast Concrete Connections with Different Percentages of Mild Steel Reinforcement”, PCI Journal, , 8, 33-44.

[9]        Pekau, O., Yuzhu, C., "Progressive Collapse Simulation of Precast Panel Shear Wall During Earthquakes", Computers and Structures, , 84 (1), 400-412.

[10]     Pekau, O., Hum, D., "Seismic Response of Friction Jointed Precast Panel Shear Walls", PCI Journal, , 36 (2), 56-71.

[11]     Soudki, K. A., Rizkalla, S. H., Blance, B. L., "Horizental Connections for Precast Concrete Shear Walls Subjected to Cyclic Deformation, Part : Mild Steel Connections", PCI Journal, 1995,  (4), PP. 78-96.

[12]     Pommeret, M., "Resistance of Vertical Joints in Relation to Shear Strength of Coplanar Large Panels", CIB Symposium on Bearing Wall, Warsaw, 1969, pp 1-8.

[13]     Cholewicki, A., "Load Bearing Capacity and Deformation of Vertical Joints in Large Panel Buildings", Building Science, 1971, 6 (4), 163-184.

[14]     Chakrabarti, S. C., Nayak, G. C., Paul, D. K., "Shear Characteristics of Cast-in-Place Vertical Joints in Story-High Precast Wall Assembly", ACI Structural Journal, ,   , 30-45.

]15[    محمودی صاحبی، م.، "ارزیابی اولیه قاب­های خمشی بتن مسلح با هدف­های طراحی براساس عملکرد"، مجله فناوری و آموزش، 1386، 1 (3)، 99-106.

[16]     Baracat, S., Malkawi, A., Al-shatnawi, A., "A Step Towards Evaluation of the Seismic Response Reduction Factor in Multistory Reinforced Concrete Frames", Natural Hazards, 1997, , 65-80.

]17[    تسنیمی، ع.، سلیمی، م.، "اثر محصورشدگی بتن بر ضریب رفتار سازه­های بتنی"، نشریه دانشکده مهندسی، 1386، 19 (1)، 1-19.

[18]     Elliott, K. S., Davies, G., Ferreira, M., Gorgun, H., Mahdi, A. A., "Can Precast Concrete Structures be Designed as Semi-Rigid Frames, Part 1: The Experimental Evidence", Structural Engineer, ,  ( ), 14-27.

[19]     Elliott, K. S., Davies, G., Ferreira, M., Gorgun, H., Mahdi, A. A., "Can Precast Concrete Structures be Designed as Semi-Rigid Frames, Part 2: Analytical Equations & Column Effective Length Factors", Structural Engineer, 2003,  ( ), 28-37.

[20]     Perform Component and Element for PERFORM-3D (Version ), Computers and Structures, Inc, 2006.

[21]     Uang, C. M., "Establishing R (or Rw) and Cd Factors for Building Seismic Provisions" ASCE Journal of Structural Engineering, , (1), 19-28.

[22]     Miranda, E., Bertero, V., "Evaluation of Strength Reduction Factors for Earthquake-Resistant Design", Earthquake Spectra, ,  (2), 357-379.

[23]     Federal Emergency Management Agency (FEMA), "NEHRP Recommended Provisions for Seismic Regulations for New Buildings 2003 Edition", (FEMA ), Washington DC, 2004.

[24]     International Conference of Building Official, "Uniform Building Code (UBC)", California, .

[25]     Paulay, T., Priestly, M. J. N., "Seismic Design of Reinforced Concrete and Masonry Buildings", Wiley, 1992  

[26]     Federal Emergency Management Agency (FEMA), "NEHRP Provisions for Seismic Rehabilitation of Buildings", Rep. FEMA , Washington DC., .

]27[    دفتر امور فنی تدوین معیارها و کاهش خطرپذیری ناشی از زلزله، "دستورالعمل بهسازی لرزه‌ای ساختمان‌های موجود (نشریه شماره 360) "، معاونت امور فنی، 1385.

[28]     Chopra, A. K., Goel, R. K., "A Modal Pushover Analysis Procedure for Estimating Seismic Demands for Building", Earthquake Engineering and Structure Dynamics, , 31 (3), 561-582.