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Kiang Hwee Tan

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Full Name
Kiang Hwee Tan
Variants
Tan, K.H.
Tan, Kiang-Hwee
Hwee, T.K.
Tan, K.-H.
 
Main Affiliation
 
Faculty
 
Email
ceetankh@nus.edu.sg
 

Publications

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Department:  CIVIL ENGINEERING

Results 41-56 of 56 (Search time: 0.008 seconds).

Issue DateTitleAuthor(s)
41May-1994Punching shear strength of steel fiber reinforced concrete slabsTan, Kiang-Hwee ; Paramasivam, P. 
422005Science and Engineering of Composite Materials: ForewordTan, K.H. 
43Sep-2003Shear Deficiency in Reinforced Concrete Continuous Beams Strengthened with External TendonsTan, K.-H. ; Tjandra, R.A. 
44Apr-2008Shear transfer across a crack in reinforced high-strength concreteMansur, M.A.; Vinayagam, T.; Tan, K.-H. 
45Nov-1990Shear transfer in reinforced fiber concreteTan, K.H. ; Mansur, M.A. 
46Aug-2002Strength enhancement of rectangular reinforced concrete columns using fiber-reinforced polymerTan, K.H. 
47Jan-2004Strengthening of masonry walls against out-of-plane loads using fiber-reinforced polymer reinforcementTan, K.H. ; Patoary, M.K.H.
48Sep-2004Strengthening of openings in one-way reinforced-concrete slabs using carbon fiber-reinforced polymer systemsTan, K.H. ; Zhao, H.
49May-2003Strengthening of precast concrete girder bridges by post-tensioning for continuityTan, K.H. ; Tjandra, R.A. 
502007Strengthening of RC continuous beams by external prestressingTan, K.H. ; Tjandra, R.A.
51May-2005Ten-year study on steel fiber-reinforced concrete beams under sustained loadsTan, K.H. ; Saha, M.K.
52Jun-1991Tests on RC continuous beams with openingsMansur, M.A. ; Lee, Y.F.; Tan, K.H. ; Lee, S.L. 
532001Unified code on structural use of FRP: Suggestions for strengthening designTan, K.H. 
54May-2021Unified equations to predict residual flexural tensile strength of lightweight steel fiber-reinforced concreteGILBERT SEBASTIANO ; AKSHAY VENKATESHWARAN ; TAN KIANG HWEE ; LIEW JAT YUEN,RICHARD 
55May-2007Using inverse analysis to determine the residual tensile strength of SFRMChen, S.-P.; Tan, K.H. 
56Nov-1999Vulnerability of reinforced concrete frames in low seismic region, when designed according to BS 8110Balendra, T. ; Tan, K.-H. ; Kong, S.-K.