Kang Hai Tan
Cited by
Cited by
Experimental and numerical investigation on progressive collapse resistance of reinforced concrete beam column sub-assemblages
J Yu, KH Tan
Engineering Structures 55, 90-106, 2013
Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario
B Yang, KH Tan
Engineering Structures 54, 112-130, 2013
Structural behavior of RC beam-column subassemblages
J Yu, KH Tan
by Journal of structural engineering, ASCE. It, 2013
High-strength concrete deep beams with effective span and shear span variations
KH Tan, FK Kong, S Teng, LI Guan
Structural Journal 92 (4), 395-405, 1995
Effect of feed spacer induced membrane deformation on the performance of pressure retarded osmosis (PRO): Implications for PRO process operation
Q She, D Hou, J Liu, KH Tan, CY Tang
Journal of membrane science 445, 170-182, 2013
An evacuation model using cellular automata
W Yuan, KH Tan
Physica A: Statistical Mechanics and its Applications 384 (2), 549-566, 2007
Shear behavior of large reinforced concrete deep beams and code comparisons
KH Tan, HY Lu
Structural Journal 96 (5), 836-846, 1999
Effect of web reinforcement on high-strength concrete deep beams
KH Tan, FK Kong, S Teng, LW Weng
Structural Journal 94 (5), 572-582, 1997
Size effect in RC deep beams: Experimental investigation and STM verification
N Zhang, KH Tan
Engineering Structures 29 (12), 3241-3254, 2007
A critical review of geopolymer properties for structural fire-resistance applications
M Lahoti, KH Tan, EH Yang
Construction and Building Materials 221, 514-526, 2019
Numerical analyses of steel beam–column joints subjected to catenary action
B Yang, KH Tan
Journal of Constructional Steel Research 70, 1-11, 2012
Numerical investigations on static and dynamic responses of reinforced concrete sub-assemblages under progressive collapse
AT Pham, KH Tan, J Yu
Engineering Structures 149, 2-20, 2017
Robustness of bolted-angle connections against progressive collapse: Experimental tests of beam-column joints and development of component-based models
B Yang, KH Tan
Journal of Structural Engineering 139 (9), 1498-1514, 2013
Direct strut-and-tie model for single span and continuous deep beams
N Zhang, KH Tan
Engineering Structures 29 (11), 2987-3001, 2007
Membrane actions of RC slabs in mitigating progressive collapse of building structures
PX Dat, TK Hai
Engineering Structures 55, 107-115, 2013
A new perspective on nature of fire-induced spalling in concrete
JC Liu, KH Tan, Y Yao
Construction and Building Materials 184, 581-590, 2018
Axial restraint effects on the fire resistance of composite columns encasing I-section steel
ZF Huang, KH Tan, GH Phng
Journal of Constructional Steel Research 63 (4), 437-447, 2007
Special detailing techniques to improve structural resistance against progressive collapse
J Yu, KH Tan
Journal of Structural Engineering 140 (3), 04013077, 2014
Main tension steel in high strength concrete deep and short beams
KH Tan, S Teng, FK Kong, HY Lu
Structural Journal 94 (6), 752-768, 1997
Interactive mechanical model for shear strength of deep beams
CY Tang, KH Tan
Journal of Structural Engineering 130 (10), 1534-1544, 2004
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