Skip Ribbon Commands
Skip to main content

Publications

​​​Li, Y., Tan, K.H., Yang, E.H. (2018). Influence of aggregate size and inclusion of polypropylene and steel fibers on the hot permeability of ultra-high performance concrete (UHPC) at elevated temperature. Construction and Building Materials, 169, 629-637.

Liu, J.C., Tan, K.H. (2018). Fire resistance of ultra-high performance strain hardening cementitious composite: Residual mechanical properties and spalling resistance. Cement and Concrete Composites, 89, 62-75.

Ng, Y.H., Suri, A., Dasari, A., Tan, K.H. (2017). Thermal decomposition and fire response of non-halogenated polymer-based thermal coatings for concrete structures. Surface and Coatings Technology, 320, 396-403.

Liu, J.C., Tan, K.H., Zhang, D. (2017). Multi-response optimization of post-fire performance of strain hardening cementitious composite. Cement and Concrete Composites, 80, 80-90.

Liu, J.C., Tan, K.H. (2017). Fire resistance of strain hardening cementitious composite with hybrid PVA and steel fibers. Construction and Building Materials, 135, 600-611.

Nguyen, T.T., Tan, K.H. (2017). Behaviour of composite floors with different sizes of edge beams in fire. Journal of Constructional Steel Research, 129, 28-41.

Yao, Y., Li, H., Guo, H., Tan, K.H. (2016). Fire resistance of eccentrically loaded slender concrete-filled steel tubular columns. Thin-Walled Structures, 106, 102-112.

Yao, Y., Li, H., Tan, K.H. (2016). Theoretical and numerical analysis to concrete filled double skin steel tubular columns under fire conditions. Thin-Walled Structures, 98, 547-557.

Fung, T.C., Tan, K.H., Nguyen, M.P. (2016). Structural Behavior of CHS T-Joints Subjected to Static In-Plane Bending in Fire Conditions. Journal of Structural Engineering, 142(3).

Nguyen, T.T., Tan, K.H. (2015). Ultimate load of composite floors in fire with flexible supporting edge beams. Journal of Constructional Steel Research, 109, 47-60.

Nguyen, T.T., Tan, K.H., Burgess, I.W. (2015). Behaviour of composite slab-beam systems at elevated temperatures: Experimental and numerical investigation. Engineering Structures, 82, 199-213.

Tan, K.H., Nguyen, T.T. (2015). Experimental and numerical evaluation of composite floor systems under fire conditions. Journal of Constructional Steel Research, 105, 86-96.

Truong-Thang, N., Tan, K.H. (2014). Thermal-induced restraint forces in reinforced concrete columns subjected to eccentric loads. Fire Safety Journal, 69, 136-146.

Tan, K.H., Nguyen, T.T. (2013). An experimental study on reinforced concrete columns subjected to equal biaxial bending and axial restraint at elevated temperatures. Engineering Structures, 56, 823-836.

Tan, K.H., Fung T.C., Nguyen, M.P. (2013). Structural behaviour of CHS T-joints subjected to brace axial compression in fire conditions. Journal of Structural Engineering, ASCE,139 (1), 73-84.

Tan, K.H., Nguyen, T.T. (2013). Structural Responses of Reinforced Concrete Columns Subjected to Uniaxial Bending and Restraint at Elevated Temperatures. Fire Safety Journal, 60, 1-13.

Yuan, W., Tan, K.H. (2011). A model for simulation of crowd behaviour in the evacuation from a smoke-filled compartment. Physica A-Statistical Mechanics and Its Applications, 390 (23-24), 4210-4218.

Yuan, W., Tan, K.H. (2009). Heat transfer in composite beams using combined cellular automaton and fibre model. Computers, Materials and Continua, 13(1), 49-62.

Yao, Y, Tan, K.H. (2009). Fire modelling and resistance of RC columns subjected to natural fire. Magazine of Concrete Research, 61(10), 837-847.

Yao, Y., Tan, K.H. (2009). Extended Rankine approach for bi-axially loaded steel columns under natural fire. Engineering Structures, 31(5), 1024-1031.

Qian, Z.H., Tan, K.H. (2009). Deflection behaviour of plate girders loaded in shear at elevated temperatures. Journal of Constructional Steel Research, 65(4), 991-1000.

Yao, Y., Tan, K.H., Tang, C.Y. (2008). The effect of a shear bond in the Rankine method for the fire resistance of RC columns. Engineering Structures, 30(12), 3595-3602.

Tan, K.H., Qian, Z.H. (2008). Experimental behaviour of thermally restrained plate girder loaded in shear at elevated temperature. Journal of Constructional Steel Research, 64(5), 596-606.

Wang, Z.H., Tan, K.H. (2008). Radiative heat transfer for structural members exposed to fire: An analytical approach. Journal of Fire Sciences, 26(2), 133-152.

Tan, K.H., Yuan, W. (2008). Buckling of Elastically Restrained Steel Columns under Longitudinal Non-Uniform Temperature Distribution. Journal of Constructional Steel Research, 64(1), 51-61.

Dhama, R. B., Tan, K. H. (2008). Experimental and numerical investigation on ductility of composite beams in the hogging moment regions under fire conditions. Journal of Structural Engineering, 134 (12), 1873-1886.

Wang, Z.H., Tan, K.H. (2007). Temperature prediction for multi-dimensional domains in standard fire. Communications in Numerical Methods in Engineering, 23(11), 1035-1055.

Dharma, R.B., Tan, K.H. (2007). Rotational capacity of steel I-beams under fire conditions: Part II Numerical simulations. Engineering Structures, 29(9), 2403-2418.

Huang, Z.F., Tan, K.H. (2007). Structural Responses of Restrained Steel Columns at Elevated Temperatures. Part 2: FE Simulation with focus on experimental secondary effects. Engineering Structures, 29(9), 2036-2047.

Dharma, R.B., Tan, K.H. (2007). Rotational capacity of steel I-beams under fire conditions Part I: Experimental study. Engineering Structures, 29(9), 2391-2402.

Dharma, R.B., Tan, K.H. (2007). Proposed Design Methods for Lateral Torsional Buckling of Unrestrained Steel Beams in Fire. Journal of Constructional Steel Research, 63(8), 1066-1076.

Tan, K.H., Toh, W.S., Phng, G.H., Huang, Z.F. (2007). Structural Responses of Restrained Steel Columns at Elevated Temperatures. Part 1: experiments. Engineering Structures, 29(8), 1641-1652.

Huang, Z.F., Tan, K.H., Phng, G.H. (2007). Axial Restraint Effects on the Fire Resistance of Composite Columns Encasing I-section Steel. Journal of Constructional Steel Research, 63, 437-447.

Wang, Z.H., Tan, K.H. (2007). Temperature prediction of concrete-filled Rectangular Hollow Sections in Fire using Green's function method. Journal of Engineering Mechanics, 133(6), 688-700.
 
Huang, Z. F., Tan, K. H. (2007). Fe simulation of space steel frames in fire with warping effect. Advanced Steel Construction. 3(3), 652-667.

Huang, Z.F., Tan, K.H. (2006). Fire Resistance of Compartments within a High-rise Steel Frame: New Sub-frame and Isolated Member Models. Journal of Constructional Steel Research, 62(10), 974-986.

Wang, Z.H., Tan, K.H. (2006). Greens function solution for transient heat conduction in concrete-filled steel CHS subjected to fire. Engineering Structures, 28(11), 1574-1585.

Huang, Z.F., Tan, K.H., Ting, S.K. (2006). Heating rate and boundary restraint effects on fire resistance of steel columns with creep. Engineering Structures, 28(6), 805-817.

Wang, Z.H., Tan, K.H. (2006). Residual area method for heat transfer analysis of concrete-encased I-sections in fire. Engineering Structures, 28(3), 411-422.

Wang, Z.H., Tan, K.H. (2006). Sensitivity study of time delay coefficient of heat transfer formulations for insulated steel members exposed to fire. Fire Safety Journal, 41(1), 31-38.

Wang, Z.H., Au, S.K., Tan, K.H. (2005). Heat transfer analysis using a Green's function approach for uniformly insulated steel members subjected to fire. Engineering Structures, 27(10), 1551-1562.

Tan, K.H., Huang, Z.F. (2005). Structural responses of axially restrained steel beams with semirigid moment connection in fire. Journal of Structural Engineering, 131(4), 541 -551.

Tan, K.H., Tang, C.Y. (2004). Interaction model for unprotected concrete filled steel columns under standard fire conditions. Journal of Structural Engineering, 130(9), 1405-1413.

Tan, K.H., Yao, Y. (2004). Fire resistance of RC columns subjected to 1-, 2-, and 3-face heating. Journal of Structural Engineering, 130(11), 1820-1828.

Shi, X., Tan, T.H., Tan, K.H., Guo, Z.H. (2004). Influence of concrete cover on fire resistance of reinforced concrete flexural members. Journal of Structural Engineering, 130(8), 1225-1232.

Huang, Z.F., Tan, K.H. (2004). Effects of External Bending Moments and Heating Schemes on the Responses of Thermally-restrained Steel Columns. Engineering Structures, 26(6), 769-780.

Tan, K.H., Tang, C.Y. (2004). Interaction formula for reinforced concrete columns in fire conditions. ACI Structural Journal, 101(1), 19-28.

Huang, Z.F., Tan, K.H. (2003). Rankine approach for fire resistance of axially-and-flexurally restrained steel columns. Journal of Constructional Steel Research, 59(12), 1553-1571.

Huang, Z.F., Tan, K.H. (2003). Analytical fire resistance of axially-restrained steel columns. Journal of Structural Engineering, 129(11), 1531-1537.

Tan, K.H., Yao, Y. (2003). Fire resistance of 4-face heated RC columns. Journal of Structural Engineering, 129(9), 1220-1229.

Zeng, L.H, Tan, K.H., Huang, Z.F. (2003). Primary creep buckling of steel columns in fire. Journal of Constructional Steel Research, 59(8), 951-970.

Vimonsatit, V., Tan, K.H., Ting, S.K. (2003). Nonlinear elastoplastic analysis of semi-rigid steel frames at elevated temperature - an MP approach. Journal of Structural Engineering, 129(5), 661-671.

Toh, W.S., Tan, K.H., Fung, T.C. (2003). Rankine approach for steel columns in fire: numerical studies. Journal of Constructional Steel Research, 59(3), 315-334.

Vimonsatit, V., Tan, K.H., Ting, S.K. (2003). Plastic limit temperatures of flexibly connected steel frames: an LP problem. Journal of Structural Engineering, 129(1), 79-86.

Shi, X., Tan, T.H., Tan, K.H., Guo, Z.H. (2002). Concrete Constitutive Relationships of Concrete Subjected to Different Stress-temperature Paths. Journal of Structural Engineering, 128(12), 1511-1518.

Shi, X., Tan, T.H., Tan, K.H., Guo, Z.H. (2002). Effect of Force-temperature Paths on Behaviors of Reinforced Concrete Flexural Members. Journal of Structural Engineering, 128(3), 365-373.

Tan, K.H., Ting, S.K., Huang, Z.F. (2002). Visco-Elasto-Plastic Analysis of Steel Frames in Fire. Journal of Structural Engineering, 128(1), 105-114.

Tang, C.Y., Tan, K.H. (2001). Basis and application of a simple interaction formula for steel frames under fire conditions. Journal of Structural Engineering, 127(10), 1214-1220.

Toh, W.S., Fung, T.C., Tan, K.H. (2001). Fire resistance of steel frames using classical & numerical methods. Journal of Structural Engineering, 127(7), 829-838.

Toh, W.S., Tan, K.H., Fung, T.C. (2001). Strength and stability of steel frames in fire: The Rankine approach. Journal of Structural Engineering, 127(4), 461-469.

Toh, W.S., Tan, K.H., Fung, T.C. (2000). Compressive Resistance of Steel Columns in Fire: The Rankine Approach. Journal of Structural Engineering, 126(3), 398-405.​




Not sure which programme to go for? Use our programme finder
Loading header/footer ...