مدل‌سازی اتصالات تیر به ستون پیش‌ساخته بتنی گروتی- تزریقی تحت بارگذاری چرخه‌ای

ACI-ASCE Committee 550, “Emulating cast-in-place detailing in precast concrete structures, 550.1R-01”, Farmingtone Hills, US, 2001.

Bentz EC, “Response-2000. 1.0.5”, Torento, Canada, 2000.

Bentz EC, “Triax-2000. 1.0.0”, Torento, Canada, 2000.

FIB, “Seismic design of precast concrete building structures, FIB27”, Lausanne, Switzerland, 2003.

Ghosh SK, Nakaki SD, Krishnan K, “Precast structures in regions of high seismicity: 1997 UBC design provisions”, PCI Journal, 1997, 42 (6), 76‐93.

Ibarra LF, Medina RA, Krawinkler H, “Hysteretic models that incorporate strength and stifness deterioration”, Earthquake Engineering and Structural Dynamics, 2005, 34, 1489-1511.

Kim YM, “A study of pipe splice sleeves for use in precast beam-column connections”, Masters Thesis, University of Texas, Austin, US, 2000.

Lin CM, “Seismic behaviour and design of reinforced concrete interior beam column joints”, PhD Thesis, University of Canterbury, New Zealand, 1999.

Lowes LN, Mitra N, Altoontash A, “A beam-column joint model for simulating theearthquake response of reinforced concrete frames”, Prepared by Pacific Earthquake Engineering Research Center California, University of California, Berkeley, US, 2003.

Lu C, Dong B, Pan J, Shan Q, Hanif A, Yin W “An investigation on the behavior of a new connection for precast structures under reverse cyclic loading”, Engineering Structures, 2018, 169, 131-140.

Mander JB, Priestley MJN, Park R, “Theoretical stress-strain model for confined concrete”, Journal of Structural Engineering, 1988, 114 (8), 1804-1826.

Mashal M, Palermo A, “Low-damage seismic design for accelerated bridge construction”, Journal of Bridge Engineering, 2019, 24 (7).

Mazzarolo E, “Analysis and development of an innovative prefabricated beam-to-column joint”, PhD Thesis, University of Trento, Italy, 2012.

Menegotto M, Pinto PE, “Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending”, Proc of Symposium on the Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, International Association for Bridge and Structural Engineering,  Lisbon, Portugal, 1973.

New Zealand Concrete Society and the New Zealand Society for Earthquake Engineering”, Guidelines for the use of structural precast concrete in buildings”, Christchurch, University of Canterbury, 1999.

Park R, “Seismic design and construction of precast concrete buildings in New Zealand”, PCI Journal, 2002, 47 (5), 60‐75.

PCI Handbook Committee, “PCI design handbook 6th edition (precast and prestressed concrete)”, Chicago, US, 2004.

Popa V, Papurcu A, Cotofana D, Pascu R, “Experimental testing on emulative connections for precast columns using grouted corrugated steel sleeves”, Bulletin of Earthquake Engineering, 2015, 13, 2429-2447.

Restrepo JI, Park R, Buchanan AH, “Tests on connections of earthquake resisting precast reinforced concrete perimeter frames of buildings”, PCI Journal, 1995, 40 (4), 44-61.

Riva P, “Seismic behaviour of precast column-to-foundation grouted sleeve connections”, Advances in Enginnering Structures, Mechanics & Construction, 2006, 121-128.

SeismoSoft Ltd, “SeismoStruct. 2018”, Pavia, Italy, 2018.

Tullini N, Minghini F, “Grouted sleeve connections used in precast reinforced concrete construction- experimental investigation of a column to column joint”, Engineering Structures, 2016, 127, 784-803.

Vecchio FJ, Collins MP, “The modified compression-field theory for reinforced concrete elements subjected to shear”, ACI Journal, 1986, 83 (22), 219-231.

Walraven J, “Rough cracks subjected to earthquake loading”, Journal of Structural Engineering, 1994, 120 (5), 1510-1524.

Yu W, “Inelastic modeling of reinforcing bars and blind analysis of the benchmark tests on beam-column joints under cyclic loading”, Master’s Thesis, ROSE School, Pavia, Italy, 2006.

Zhao J, Sritharan S, “Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures”, ACI Structural Journal, 2007, 104 (2), 133-141.