بررسی اثر توزیع احتمالاتی ترک خوردگی در حالت حدی بر قابلیت اعتماد لرزه ای ساختمان های بتنی

[1] E. Basler, Untersuchungen über den Sicherheitsbegriff von Bauwerken, ETH Zurich, 1960.

[2] C.A. Cornell, A probability-based structural code, in:  Journal Proceedings, 1969, pp. 974-985.

[3] S.H. Ghasemi, A. Nowak, Reliability index for non-normal distributions of limit state functions, Structural Engineering and Mechanics, 62(3) (2017) 365-372.

[4] H.O. Madsen, S. Krenk, N.C. Lind, Methods of structural safety, Courier Corporation, 2006.

[5] A.S. Nowak, K.R. Collins, Reliability of structures, CRC Press, 2012.

[6] D. Li, Z. Zheng, Y. Tian, J. Sun, X. He, Y. Lu, Stochastic nonlinear vibration and reliability of orthotropic membrane structure under impact load, Thin-Walled Structures, 119 (2017) 247-255.

[7] I. Skrzypczak, J. Kujda, L. Buda-Ożóg, The use of probabilistic methods in assessing the reliability of masonry structures, Procedia Engineering, 193 (2017) 160-167.

[8] H. Zhang, Durability reliability analysis for corroding concrete structures under uncertainty, Mechanical Systems and Signal Processing, 101 (2018) 26-37.

[9] Z. Zheng, J. Guo, W. Song, X. He, F. Lu, C. Xie, J. Sun, Nonlinear free vibration analysis of axisymmetric polar orthotropic circular membranes under the fixed boundary condition, Mathematical Problems in Engineering, 2014 (2014).

[10] J. Van de Lindt, Damage-based seismic reliability concept for woodframe structures, Journal of Structural Engineering, 131(4) (2005) 668-675.

[11] K.T. Wieghaus, R.A. Atadero, Effect of existing structure and FRP uncertainties on the reliability of FRP-based repair, Journal of Composites for Construction, 15(4) (2010) 635-643.

[12] B. Teplý, Interrelation among service life, reliability index, and costs of concrete structures subjected to aggressive exposure, Journal of Performance of Constructed Facilities, 28(4) (2013) 04014003.

[13] D.L. Kozak, A.B. Liel, Reliability of steel roof structures under snow loads, Structural Safety, 54 (2015) 46-56.

[14] N.M. Okasha, M. Aichouni, Proposed structural reliability-based approach for the classification of concrete quality, Journal of Materials in Civil Engineering, 27(5) (2014) 04014169.

[15] M.L. Beconcini, P. Croce, F. Marsili, M. Muzzi, E. Rosso, Probabilistic reliability assessment of a heritage structure under horizontal loads, Probabilistic engineering mechanics, 45 (2016) 198-211.

[16] E. Kianfar, V. Toufigh, Reliability analysis of rammed earth structures, Construction and Building Materials, 127 (2016) 884-895.

[17] M. Gordini, M. Habibi, M. Tavana, M. TahamouliRoudsari, M. Amiri, Reliability Analysis of Space Structures Using Monte-Carlo Simulation Method, in:  Structures, Elsevier, 2018, pp. 209-219.

[18] M. Khuntia, S. Ghosh, Flexural stiffness of reinforced concrete columns and beams: experimental verification, Structural Journal, 101(3) (2004) 364-374.

[19] C.S. Association, Design of concrete structures, Mississauga, Ont.: Canadian Standards Association, 2004.

[20] ACI, Building code requirements for reinforced concrete, in, 2014.

[21] T.M. Fayyad, J.M. Lees, Experimental investigation of crack propagation and crack branching in lightly reinforced concrete beams using digital image correlation, Engineering Fracture Mechanics, 182 (2017) 487-505.

[22] I. Luchko, Basic concepts of the fracture mechanics of reinforced concrete, Materials Science, 31(4) (1996) 448-453.

[23] H. Nahvi, M. Jabbari, Crack detection in beams using experimental modal data and finite element model, International Journal of Mechanical Sciences, 47(10) (2005) 1477-1497.

[24] E. Ooi, Z. Yang, A hybrid finite element-scaled boundary finite element method for crack propagation modelling, Computer Methods in Applied Mechanics and Engineering, 199(17-20) (2010) 1178-1192.

[25] E.T. Ooi, Z.J. Yang, Modelling crack propagation in reinforced concrete using a hybrid finite element–scaled boundary finite element method, Engineering Fracture Mechanics, 78(2) (2011) 252-273.

[26] Z. Yang, J. Chen, Finite element modelling of multiple cohesive discrete crack propagation in reinforced concrete beams, Engineering Fracture Mechanics, 72(14) (2005) 2280-2297.

[27] B.H.R. Center, Standard No.2800. Iranian Code of Practice for Seismic Resistant Design of Buildings, in, BHRC Publication, Forth Edition, In persian,Tehran.Iran, 2016.

[28] D.E. Branson, G.A. Metz, Instantaneous and time-dependent deflections of simple and continuous reinforced concrete beams, Department of Civil Engineering and Auburn Research Foundation, Auburn University, 1963.

[29] A.W. Beeby, Short-term deformations of reinforced concrete members, Cement and Concrete Association, 1968.

[30] C. CEB-FIP, Model code for concrete structures, Bulletin D'Information,  (1990).

[31] D.E. Branson, Deformation of concrete structures, McGraw-Hill New York, 1977.

[32] D.E. Branson, M. Christiason, Time Dependent Concrete Properties Related To Design-Strength and Elastic Properties, Creep, and Shrinkage, Special Publication, 27 (1971) 257-278.

[33] D.E. Branson, K. Kripanarayanan, Loss of prestress, camber and deflection of non-composite and composite prestressed concrete structures, PRECAST/PRESTRESSED CONCRETE INSTITUTE. JOURNAL,  (1971).

[34] ACI Committee 435, Control of deflection in concrete structures, ACI 435R-95, in, ACI, Farmington Hills, Michigan 2003.