[1]
Taher, S.E. -D. F, Strengthening of critically designed girders with dapped-ends, Structures and Buildings 158 Issue SB2, (2005), 141-152.
DOI: 10.1680/stbu.2005.158.2.141
Google Scholar
[2]
Lu, W.Y., Lin, I.J., Hwang, S.J., Lin, Y.H., Shear strength of high-strength concrete dapped- end beams, Journal of the Chinese Institute of Engineers, Vol. 26, No. 5, (2003), 671-680.
DOI: 10.1080/02533839.2003.9670820
Google Scholar
[3]
Yang, K. -H., Ashour, A.F., Lee, J. -K, Shear strength of RC dapped-end beams using mechanism analysis, Magazine of Concrete Research, Vol. 63 Issue 2, (2010), 81-97.
DOI: 10.1680/macr.9.00006
Google Scholar
[4]
Mattock, A.H., Strut-and-tie models for dapped-end beams, Concrete International, (2012).
Google Scholar
[5]
Peng, T., Influence of detailing on response of dapped-end beams, Thesis, McGill University- Montreal Canada, (2009).
Google Scholar
[6]
Wang, Q., Guo, Z., Hoogenboom, P.C.J., Experimental investigation on the shear capacity of RC dapped-ends beams and design recommendations, Structural Engineering and Mechanics, Vol. 21, No. 2, (2005), 221-235.
DOI: 10.12989/sem.2005.21.2.221
Google Scholar
[7]
Schlaich, J., Schafer, K., Design and detailing of structural concrete using strut-and-tie models, The Structural Engineer, Vol. 69, No. 6, (1991).
Google Scholar
[8]
Chen, B.S., Hagenberger, M.J., Breen, J.E., Evaluation of strut-and-tie modeling applied to dapped beam with opening, ACI Structural Journal, Vol. 99, No. 4, (2002).
DOI: 10.14359/12113
Google Scholar
[9]
Shah, A., Haq, E., Khan, S., Analysis and design of disturbed regions in concrete structures, The12nd East Asia-Pacific Conference on Structural Engineering and Construction, Procedia Engineering, (2011).
DOI: 10.1016/j.proeng.2011.07.419
Google Scholar
[10]
Mohamed, R.N., Elliott, K.S., Shear strength of short recess precast dapped end beams made of steel fibre self-compacting concrete, 33rd Conference on Our World in Concrete & Structures, Singapore Concrete Institute, (2008).
DOI: 10.1016/j.conbuildmat.2020.121813
Google Scholar
[11]
ACI 318-08, Building code requirements for structural concrete and commentary, American Concrete Institute, USA, (2008).
Google Scholar
[12]
Euro Code 2, Design of concrete structures-Part 1-1: General rules and rules for buildings, BS EN 1992-1-1: 2004, British Standards (BSi), (2004).
Google Scholar
[13]
BS 8110, Structural use of concrete-Part 1: Code of practice for design and construction, British Standards (BSi), (1997).
Google Scholar
[14]
PCI Design Handbook, Precast and pre-stressed concrete, Precast/ pre-stressed concrete institute, USA, 7th Edition, (2010).
DOI: 10.15554/mnl-120-10
Google Scholar
[15]
Mitchell, D., Marchand, J., Croteau, P., Cook, W.D., Concorde over pass collapse: structural aspects, Journal of Performance of Constructed Facilities @ ASCE, Vol. 25, No. 6, (2011).
DOI: 10.1061/(asce)cf.1943-5509.0000183
Google Scholar
[16]
Sanders, D.H., Example2: Dapped-end T-beam supported by an inverted T-beam, ACI, Farmington Hills, MI, (2002), 91-203.
Google Scholar