References:

ACI. (1992). Building Code Requirements for Reinforced Concrete (ACI 318-89).
American Concrete Institute, Detroit, MI. ACI. (2018). Building Code Requirements (ACI 318-19). American Concrete Institute, Farmington Hills, MI. Al-Shamrani, M., and Al-Mashary, F. (2003). A Simplified Computation of the Interactive Behavior Between Soils and Framed Structures. Journal of King Saud University, 16(1): 37-60. Anastasopoulos, A. (2013). Structural Damage of a 5-Story Building: Differential Settlement Due to Construction of an Adjacent Building or Because of Construction Deffects. Proceedings of the 7th International Conference on Case Histories in Geotechnical Engineering, April 29 - May 4, Chicago, IL. Bahan, T. (2016). Shallow Foundations: Discussions and Problem Solving. Wiley, Oxford. Boldini, D., Losacco, N., Bertloin, S., and Amorosi, A. (2016). Modeling of Reinforced Concrete Framed Structures Interacting with a Shallow Tunnel. Proceedings of the 6th
Italian Conference of Researchers in Geotechnical Engineering, September 22-23, Bologna, Italy. Boone, S. (1996). Ground-Movement-Related Building Damage. Journal of Geotechnical Engineering, 122(11): 886-896. Boscardin, M., and Cording, E. (1989). Building Response to Excavation-Induced Settlement. Journal of Geotechnical Engineering, 115(1): 1-21. Burland, J., and Wroth, C. (1975). Settlement of Buildings and Associated Damage. Proceedigs of the British Geotechnical Society's Conference on the Settlement of Structures, April, Cambridge, UK. Revised version published on January 1, 1975. CGS. (2006). Canadian Foundation Engineering Manual. Canadian Geotechnical Society, Calgary, AB. CSA. (2014). CSA A23.3-14: Design of Concrete Structures. Cement Association of Canada, Ottawa. CSI. (2018). SAP2000: Integrated software for structural analysis and design, Computers &Structures, Inc., Walnut Creek, CA. FEMA. (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings (FEMA 356). Federal Emergency Management Agency, Washington, D.C.. Finno, R., Voss, F., Rossow, E., and Blackburn, J. (2005). Evaluating Damage Potential in Buildigns Affected by Excavations. Journal of Geotechnical Engineering, 131(10): 1199-
1210. Halim, D., and Wong, K. (2012). Prediction of Frame Structure Damage Resulting from Deep Excavation. Journal of Geotechnical Engineering, 138(12): 1530-1536. Karthik, M. (2009). Stress-Strain Model of Unconfined and Confined Concrete and Stress Block Parameters. MASc Thesis, Texas A&M University, College Station, TX.
Karthik, M., and Mander, J. (2011). Stress-Block Parameters for Unconfined and Confined Concrete Based on a Unified Stress-Strain Model. Journal of Structural Engineering,
137(2): 270-273. Lahri, A., and Garg, V. (2015). Effect of Differential Settlement on Frame Forces. International Journal of Research in Engineering and Technology, 4(9): 453-464. Lazarus, D., and Jung, H. (2018). Damage Assessment and Monitoring for Buildings on the Elizabeth Line. The Structural Engineer, 96(7): 14-24. Lin, L., Hanna, A., Sinha, A., and Tirca, L. (2015). Structural Response to Differential Settlement of Its Foundations. Journal of Civil Engineering Research, 5(3): 59-66. Lin, L., Hanna, A., Sinha, A., and Tirca, L. (2017). High-Rise Building Subjected to Excessive Settlement of Its Foundations. Internation Journal of Structural Integrity, 8(2): 210-221. Mair, R., Taylor, R., and Burland, J. (1996). Prediction of Ground Movements and Assessments of Risk of Building Damage Due to Bored Tunelling. Proceedings of the
Internation Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, April 15-16, London, UK. Meyerhof, G. (1947). The Settlement Analysis of Building Frames. Structural Engineer,
25(9): 369-409. NRC. (2015). National Building Code of Canada. National Research Council, Ottawa, Ontario, Canada. NRC. (2010). National Building Code of Canada. National Research Council Canada, Ottawa, Ontario, Canada. Negulescu, C., and Foerster, E. (2010). Parametric Studies and Quantitative Assessment of the Vulnerability of a RC Frame Building Exposed to Differential Settlements. Natural Hazards and Earth System Sciences, 10(1): 1781-1792. Polshin, D. E., and Tokar, R. A. Maximum Allowable Non-uniform Settlement of Structures. Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, August 12-14, London. Rankin, W. (1988). Ground Movements Resulting from Urban Tunnelling: Predictions and Effects. Geological Society, 5(1): 79-92. Rouhani, F. (2015). Developing a Plastic Hinge Model for RC Beams Prone to Progressive Collapse. MASc thesis, Department of Building, Civil and Environemental Engineering, Concordia University, Montreal, Canada. Rouhani, F., Lin, L., and Galal, K. (2018). Developing a Plastic Hinge Model for Reinforced Concrete Beams Prone to Progressive Collapse. Canadian Journal of Civil Engineering, 45(6): 504-515. Roy, C., and Dutta, S. (2001). Differential Settlement Among Isolated Footings of Building Frames: The Problem, its Estimation and Possible Measures. Natural Hazards and Earth System Sciences, 6(1): 1781-1792.
Salcedo, M., and Orozco, L. (2013). Differential Settlement Problem of a Large Apartment Building in Bogota, Cause and Solution. Proceedings of the 7th International Conference on Case Histories in Geotechnical Engineering, April 29 - May 4, Chicago, IL. Savaris, G., Hallak, P., and Maia, P. (2010). Influence of Foundation Settlements in Load Redistribution on Columns in a Monitoring Construction - Case Study. Revista IBRACON de Estruturas e Materiais, 3(3): 346-356. Skempton, A., and MacDonald, D. (1956). The Allowable Settlements of Buildings. Proceedings of the Institution of Civil Engineers, 5(6): 727-763. Weigel, T., Ott, K., and Hagerty, D. (1989). Load Redistribution in Frame with Settling Footings. Journal of Computing in Civil Engineering, 3(1): 75-92.