[1] Camos, C., Molins, C. and Arnau, O. (2014). Case study of damage on masonry buildings produced by tunneling induced settlement. International Journal of Architectural Heritage: Conservation, Analysis, and Restoration, 8(4), 602-625.
[2] Laefer, D., Ceribasi, S., Long, J. and Cording, E. (2009). Predicting RC frame response to excavation-induced settlement. Journal of Geotechnical and Geoenvironmental Engineering, 135(11), 1605-1609.
[3] Son, M. and Cording. (2011). Responses of Buildings with Different Structural Types to Excavation-Induced Ground Settlements. Journal of Geotechnical and Geoenvironmental Engineering, 137(4), 323-333.
[4] Arapakou, A. and Papadopoulos, V. (2012). Factors Affecting Differential Settlements of Framed Structures. Geotechnical and Geological Engineering, 30(6), 1323-1333.
[5] Ren, C. and Yan, B. (2015). Experimental research of the influence of differential settlement on the upper frame structures. In: 3rd International Conference on Mechanical Engineering and Intelligent Systems (ICMEIS 2015). Yinchuan: ATLANTIS press, 539-544.
[6] Zhu, M., Gary, T. and Bachus, R. (2012). Assessment of a building settlement and the litigation process-a case study. In: 6th Congress on Forensic Engineering. San Francisco: Technical Council on Forensic Engineering of ASCE, 1318-1327.
[7] Bazan,M. (2008). Response of Reinforced concrete elements and structures Following Loss of Load Bearing Elements. Ph.D.theseis , Northeastren University, USA.
[8] Sasani, M. and Sagiroglu, S. (2008). Progressive Collapse Resistance of Hotel San Diego. Journal of Structural Engineering, 134 (4), 478-488.
[9] Lahri, A. and Garg, V. (2015). Effect of Differential Settlement on Frame Forces - A Parametric Study, International Journal of Research in Engineering and Technology, 4(9), 453-464.
[10] Lin, L, Hanna, A. and Tirca, L. (2015). Structural Response to Differential Settlement of Its Foundations . Journal of Civil Engineering Research, 5(3), 59-66.
[11] Pachenari, A., Pirayande, E. and Pachenari, Z. (2017). Assessment of a RC frame response to differential settlements in various column locations. In: 10th Natioanl Congress on Civil Engineering (10NCCE). Tehran: Sharif University of Technology.
[12] Regulations, I. N. B. (2013). Loads on buildings, Ministry of Rood & Urban Development (in persian)
[13] Regulations, I. N. B. (2013). Design and Implement of Reinforced Concrete Buildings, Ministry of Rood & Urban Development (in Persian)
[14] SAP2000®, “Linear and Nonlinear Static and Dynamic Analysis and Design of Three-Dimensional Structures,” Computers and Structures Inc., Berkeley, CA, 1997.
[15] BHRC (Building and Housing Research Center., (2014). Iranian Code of Practice for Seismic Resistant Design of Buildings. Standard No. 2800, 4th edition. Tehran: BHRC.
[16] Management and Planning Organization. (2007). Instruction for Seismic Rehabilitation of Existing Buildings: No. 360. Tehran: Office of Deputy for Technical Affairs.