Shear Strength in RC Deep Beams
(a) Journals (Overseas)
Tan, K.H. , Tang Chuyang, Tong Kebo, 2004, Shear strength predictions of pierced deep beams with inclined web reinforcement, Magazine of Concrete Research (United Kingdom). (Accepted for publication.)
Tang Chuyang , Tan, K.H., 2004, An Interactive Mechanical Model for Shear Strength of Deep Beams, ASCE Journal of Structural Engineering (United States), Vol. 130, No. 10, pp 1534 - 1544.
Leong Chee Lai, Tan, K.H., 2003, Proposed revision on CIRIA design equation for normal and high strength concrete deep beams, Magazine of Concrete Research (United Kingdom), Vol. 55, No. 3, pp 267 - 278.
Tan, K.H., Tang Chuyang, Tong Kebo, 2003, A direct method for deep beams with web reinforcement, Magazine of Concrete Research (United Kingdom), Vol. 55, No. 1, pp 53 - 63.
Tan, K.H., Tong Kebo, Tang Chuyang, 2003, Consistent strut-and-tie modelling of deep beams with web openings, Magazine of Concrete Research (United Kingdom), Vol. 55, No. 1, pp 65 - 75.
Tan, K.H., Tong Kebo, Tang Chuyang, 2001, A direct strut and tie model for prestressed deep beams, ASCE Journal of Structural Engineering (United States), Vol. 127, No. 9, pp 1076 - 1084.
Tan, K.H., Tong, K., 1999, Shear Behaviour and Analysis of Partially Prestressed I-Girders, Structural Engineer, The (United Kingdom), Vol. 77, No. 23 & 24, pp 28 - 34.
Tan, K.H., Teng, S., Lu. H.Y., 1999, Size effect in large prestressed concrete deep beams, ACI Structural Journal (United States), Vol. 96, No. 6, pp 937 - 946.
Tan, K.H., Lu, H.Y., 1999, Shear behaviour of large RC deep beams and code comparisons, ACI Structural Journal (United States), Vol. 96, No. 5, pp 836 - 845.
Tan, K.H., Guan, L.W., Lim, T.Y., Lu,X., 1999, Horizontal shear strength of indirectly loaded composite concrete beams, ACI Structural Journal (United States), Vol. 96, No. 4, pp 533 - 538.
Tan, K.H., Kong, F.K., Weng, L.W., 1999, Authors closure on High Strength Reinforced Concrete Deep and Short Beams: Shear Design Equations in North American and UK Practice, ACI Structural Journal (United States), Vol. 96, No. 2, pp 314 - 315.
Teng, S., Tan, K.H., F. K. Kong, W. Ma, 1998, Fatigue tests of reinforced concrete deep beams, Structural Engineer, The (United Kingdom), Vol. 76, No. 18, pp 347 - 352.
Tan, K.H., Kong, F.K., Weng, L.W., 1998, High strength reinforced concrete deep and short beams: shear design equations in North American and UK practice, ACI Structural Journal (United States), Vol. 95, No. 3, pp 318 - 329.
Tan, K.H., Teng, S., Kong, F.K., Lu, H.Y., 1997, Main tension steel in high strength concrete deep and short beams, ACI Structural Journal (United States), Vol. 94, No. 6, pp 752 - 768.
Tan, K.H., Teng, S., Kong, F.K., Weng, L.W., 1997, Effect of web reinforcement on high strength concrete deep beams, ACI Structural Journal (United States), Vol. 94, No. 5.
Tan, K.H., Teng, S., Weng, L.W., 1997, A strut-and-tie model for deep beams subjected to combined too-and-bottom loading, Structural Engineer, The (United Kingdom), Vol. 75, No. 13, pp 215 - 225.
Tan, K.H., Kong, F.K., Weng, L.W., 1997, High strength concrete deep beams subjected to combined top-and-bottom loading, Structural Engineer, The (United Kingdom), Vol. 75, No. 11, pp 191 - 197.
Teng, S., Kong, F.K., Poh, S.P., Guan, L.W., Tan, K.H., 1996, "Performance of strengthened concrete deep beams pre-damaged in shear", ACI Structural Journal (United States), Vol. 93, No. 2, pp 159 - 171.
Kong, F.K., Teng, S., Singh, A., Tan, K.H., 1996, "Effect of embedment length of tension reinforcement on the behavior of lightweight concrete deep beams", ACI Structural Journal (United States), Vol. 93, No. 1, pp 21 - 29.
Tan, K.H., Teng, S., Guan, L.W., Kong, F.K., 1995, High strength concrete deep beams with effective span and shear span variations, ACI Structural Journal (United States), Vol. 92, No. 4.
Kong, F.K., Teng, S., Maimba, P.P., Tan, K.H., Guan, L.W., 1994, "Single-span, continuous, and slender deep beams made of high strength concrete" , American Concrete Society, Special Publication (United States), pp 413 - 432.
Wong, H.H.A., Kong, F.K., Tan, K.H., 1993, Computer aided design of RC beams: an interval technique, Structural Engineer, The (United Kingdom), Vol. 71, No. 15, pp 265 - 268.
(b) Conferences
Tan, K.H., Cheng Guohua, Cheong, H.K., 2002, Modified strut and tie model to account for size effect in deep beams, 17th Australasian Conference on the Mechanics of Strcutures and Materials, Australia, pp 223 - 228.
Tan, K.H., Liu Xiuhua, 2002, Behaviour and analysis of high strength concrete deep beams with different loading and support widths, ACMSM 17 Conference, Australia, pp 229 - 234.
Cheng Guohua, Tan, K.H., Cheong, H.K., 2001, Shear behaviour of large reinforced concrete deep beams, Eighth East Asia-Pacific Conference on Structural Engineering & Construction, Singapore.
Yip, W.K., Ting, S.K., Teng, S., Tan, K.H., Tan, T.H., 2000, Innovative Precast Concrete Technology, HDB International Housing Conference, Singapore, pp 10.3-1 - 10.3-7.
Tan, K.H., Weng, L.W., 1999, High Strength Concrete Deep Beams with Different Web Reinforcements, Mechanics of Structures & Materials, Australia, pp 157 - 162.
Tan, K.H., Lu, H.Y., 1999, Strut-and-tie model for large reinforced deep beams, Mechanics of Structures and Materials, Australia, pp 163 - 168.
Yip, W.K., Tan, K.H., Ting, S.K., Guah, E.H., 1999, Behaviour of Encased Steel-Concrete Beams in the Hogging Moment Region, Proc. Seventh East Asia-Pacific Conference on Structural Engineering and Construction, Japan, pp 979 - 984.
Tan, K.H., Teng, S., Kong, F.K., Weng, L.W., 1995, Tests and shear strength predictions of high strength concrete deep beams, International conference on Mechanics of solids and Materials engineering, Singapore.
Teng, S., Tan, K.H., Guan, L.W., Kong, F.K., 1994, "Effect of Prestressing on the Shear Strength of Concrete Deep Beams" , Proceedings of the XII FIP Quadrennial Congress, the Federation Internationale de la Precontrainte, Washington, D.C., United States, pp J33 - J39.
Guan Lingwei, Tan, K.H., Teng, S., kong fung kew, 1994, Design modeling of large-scaled reinforced concrete deep beams, EURO-C 1994 Computational Modeling of Concrete Structures, Austria, pp 755 - 764.
Guan, L.W., Kong, F.K., Tan, K.H., Teng, S., 1993, Ultimate loads of high strength concrete deep beams, Structural Failure, Durability and Retrofitting, Singapore, pp 549 - 556.
Tan, K.H., Teng, S., Guan, L.W., Kong, F.K., 1993, Finite element analyses of reinforced concrete deep beams with and without web openings, Thirteenth Australian Conference on the Mechanics of structures and materials, Australia, pp 833 - 840.
Guan, L.W., Tan, K.H., Teng, S., Kong, F.K., 1993, Reinforced concrete deep beams with and without web openings, Proc of 2th International Conference on the Concrete Future, Malaysia, pp 79 - 85.
(c) Report and Other Work
Lu, H.Y., Tan, K.H., Tong, K., 1999, Behaviour and Analysis of Deep Beams using Strut-and-Tie Model.
Kong, F.K., Teng, S., Tan, K.H., Guan, L.W., 1996, Structural Concrete Deep Beams: State-of-the-Art Equations for Shear Design.
Teng, S., Kong, F.K., Tan, K.H., Guan, L.W., 1995, Structural Concrete Deep Beams: Experimental Evidence.
Tan, K.H., Kong, F.K., 1994, Design of Single-span Medium-to-High Strength Concrete Deep Beams.
Tan, K.H., Guan, L.W., Teng, S., 1993, Reinforced Concrete Deep Beams With and Without Web Openings.
Fire Resistance of Steel and Concrete Structures
(a) Journals(Overseas)
Huang Zhanfei, Tan, K.H., 2004, Structural Responses of Axially-restrained Semi-rigid Steel Beams in Fire, ASCE Journal of Structural Engineering (United States). (Accepted for publication.)
Tan, K.H., Yao Yao, 2004, Fire resistance of RC columns subjected to 1-, 2-, and 3-face heating, ASCE Journal of Structural Engineering (United States), Vol. 130, No. 11, pp 1820 - 1828.
Tan, K.H., Tang Chuyang, 2004, Interaction model for concrete filled steel columns in fire conditions, ASCE Journal of Structural Engineering (United States), Vol. 130, No. 9, pp 1405 - 1413.
Shi Xudong , Tan, T.H., Tan, K.H., Guo Zhenhai, 2004, Effect of concrete cover on fire resistance of reinforced concrete flexural members, ASCE Journal of Structural Engineering (United States), Vol. 130, No. 8, pp 1225 - 1232.
Huang Zhanfei , Tan, K.H., 2004, Effects of External Bending Moments and Heating Schemes on the Responses of Thermally-restrained Steel Columns, Engineering Structures (United Kingdom), Vol. 26, No. 6, pp 769 - 780.
Tan, K.H., Tang Chuyang, 2004, Interaction formula for reinforced concrete columns in fire conditions, American Concrete Institute Journal (United States), Vol. 101, No. 1, pp 19 - 28.
Yao Yao, Tan, K.H., Tang Chuyang, 2003, Effect of shear bond in Rankine method for fire resistance of RC columns, ASCE Journal of Structural Engineering (United States). (Accepted for publication.)
Huang Zhanfei , Tan, K.H., 2003, Rankine approach for fire resistance of axially-and-flexurally restrained steel columns, Journal of Constructional Steel Research (United Kingdom), Vol. 59, No. 12, pp 1553 - 1571.
Huang Zhanfei , Tan, K.H., 2003, Analytical fire resistance of axially-restrained steel columns, ASCE Journal of Structural Engineering (United States), Vol. 129, No. 11, pp 1531 - 1537.
Tan, K.H., Yao Yao, 2003, Fire resistance of 4-face heated RC columns , ASCE Journal of Structural Engineering (United States), Vol. 129, No. 9, pp 1220 - 1229.
Jack, L. Zeng, Tan, K.H., Huang Zhanfei, 2003, Primary creep buckling of steel columns in fire, Journal of Constructional Steel Research (United Kingdom), Vol. 59, No. 8, pp 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, ASCE Journal of Structural Engineering (United States), Vol. 129, No. 5, pp 661 - 671.
Toh Wee Siang, Tan, K.H., Fung, T.C., 2003, Rankine approach for steel columns in fire: numerical studies, Journal of Constructional Steel Research (United Kingdom), Vol. 59, No. 3, pp 315 - 334.
Vimonsatit, V., Tan, K.H., Ting, S.K., 2003, Plastic limit temperatures of flexibly connected steel frames: an LP problem, ASCE Journal of Structural Engineering (United States), Vol. 129, No. 1, pp 79 - 86.
Shi Xudong , Tan, T.H., Tan, K.H., Guo Zhenhai, 2002, Concrete Constitutive Relationships of Concrete Subjected to Different Stress-temperature Paths, ASCE Journal of Structural Engineering (United States), Vol. 128, No. 12, pp 1511 - 1518.
Shi Xudong, Tan, T.H., Tan, K.H., Guo Zhenhai, 2002, Effect of Force-temperature Paths on Behaviors of Reinforced Concrete Flexural Members, ASCE Journal of Structural Engineering (United States), Vol. 128, No. 3, pp 365 - 373.
Tan, K.H., Ting, S.K., Huang Zhanfei, 2002, Visco-Elasto-Plastic Analysis of Steel Frames in Fire, ASCE Journal of Structural Engineering (United States), Vol. 128, No. 1, pp 105 - 114.
Tang Chuyang, Tan, K.H., Ting, S.K., 2001, Basis and application of a simple interaction formula for steel columns under fire conditions, ASCE Journal of Structural Engineering (United States), Vol. 127, No. 10, pp 1206 - 1213.
Tang Chuyang, Tan, K.H., 2001, Basis and application of a simple interaction formula for steel frames under fire conditions, ASCE Journal of Structural Engineering (United States), Vol. 127, No. 10, pp 1214 - 1220.
Toh Wee Siang, Fung, T.C., Tan, K.H., 2001, Fire resistance of steel frames using classical & numerical methods, ASCE Journal of Structural Engineering (United States), Vol. 127, No. 7, pp 829 - 838.
Toh Wee Siang, Tan, K.H., Fung, T.C., 2001, Strength and stability of steel frames in fire: The Rankine approach, ASCE Journal of Structural Engineering (United States), Vol. 127, No. 4, pp 461 - 469.
Toh, W.S., Tan, K.H., Fung, T.C., 2000, Compressive Resistance of Steel Columns in Fire: The Rankine Approach, ASCE Journal of Structural Engineering (United States), Vol. 126, No. 3, pp 398 - 405.
(b) Conferences
Tan, K.H., Toh Wee Siang, Phng Guan Hwee, 2004, Fire Resistance Of Steel Columns Subjected To Different Restraint Ratios, Second International Conference on Steel & Composite Structures, South Korea.
Tan, K.H., Phng Guan Hwee, Toh Wee Siang, 2004, Fire Resistance Of Composite Steel-Concrete Columns:Experimental Evaluation And Numerical Analysis, Second International Conference on Steel and Composite Structures, South Korea.
Vimonsatit Vanissorn, Tan, K.H., Qian Zhenhai, 2004, Behavior of web panel under shear at high temperature, Structures in Fire, Canada, pp 89 - 98.
Tan, K.H., Wang Zhihua, Au Siu Kui Ivan, 2004, Heat transfer analysis for steelwork insulated by intumescent paint exposed to standard fire conditions, Structures in Fire , Canada, pp 49 - 58.
Yuan Weifeng, Tan, K.H., 2003, Progressive collapse of a multi-storey strucutre under fire conditions, First International Conference on Design and Analysis of Protective Structures against Impact/Impulsive/Shock Loads, Japan.
Tan, K.H., Yuan Weifeng, Pan, T.C., 2003, Modeling concrete structure under fire effect , First International Conference on Design and Analysis of Protective Structures against Impact/Impulsive/Shock Loads, Japan.
Tan, K.H., Yuan Weifeng, Pan, T.C., Karen Chong, 2003, Smoke spread in staircase and tenability analysis, Norway, Singapore, Military of Defence, Norway.
Tan, K.H., Huang Zhanfei, Pan, T.C., Chew Alvin, 2003, Modeling concrete structure under combined blast and fire effects, The Norway–Singapore Workshop on Protection, Norwegian Defence Estates Agency and Defence Science & Technology Agency of Singapore, Norway, pp 6.27 - 6.36.
Huang Zhanfei , Tan, K.H., 2003, Structural response of steel frames in fire - 2D nonlinear finite element analysis. , National Conference for Steel Structures in China, China. (Accepted for presentation.)
Huang Zhanfei , Tan, K.H., 2003, Rankine approach for critical temperature predictions of axially-and-flexurally restrained steel columns, Advances in Structures, Australia, pp 665 - 669.
Tan, K.H., Huang Zhanfei, Ting, S.K., 2003, Strain development in steel columns under elevated temperature, Advances in Structures, Australia, pp 659 - 663.
Tan, K.H., Huang Zhanfei, 2002, Effect of external bending moment on the response of boundary restrained steel columns in fire, Third International Conference on Advances in Steel Structures, Hong Kong.
Huang Zhanfei, Tan, K.H., Ting, S.K., 2002, Structural response of a steel beam within a frame during a fire, Third International Conference on Advances in Steel Structures, Hong Kong.
Tan, K.H., Yao Yao, 2002, Structural resistance of reinforced concrete columns exposed to fire, International Symposium on Structures in Fire, Singapore.
Wong, M.B., Tan, K.H., Patterson, P.L., 2002, Use of Rankine method in the analysis of structures at elevated temperatures, ACMSM 17, Australia, pp 545 - 548.
Vimonsatit, V., Tan, K.H., Ting, S.K., 2002, Non-linear analysis of elastoplastic steel frames under elevated temperature, The Second International Conference on Advances in Structural Engineering and Mechanics (ASEM'02), South Korea.
Vimonsatit, V., Tan, K.H., Ting, S.K., 2002, Plastic limit temperature analysis: an LP problem, The Second International Conference on Advances in Structural Engineering and Mechanics (ASEM'02), South Korea.
Tang Chu Yang, Tan, K.H., 2002, Is there a theoretical basis for Rankine approach to frame analysis?, ACMSM 17, Australia, pp 527 - 532.
Tang Chu Yang, Tan, K.H., 2002, A unified approach for fire resistance prediction of steel columns and frames, Structures in Fire 2002, New Zealand, pp 35 - 41.
Tan, K.H., Tang Chu Yang , 2002, Fire Resistance of reinforced concrete filled steel columns, Structures in Fire 2002, New Zealand, pp 43 - 51.
Huang Zhanfei, Tan, K.H., 2002, Rankine approach for fire resistance of axially restrained steel columns, 4th International Conference on Performance-Based Codes and Fire Safety Design Methods, Australi, pp 225 - 234.
Tan, K.H., Tang Chu Yang, 2002, A simple and rational approach for fire resistance prediction of RC columns, Structures in Fire 2002, New Zealand, pp 53 - 60.
Tan, K.H., Yao Yao, 2001, Fire resistance of RC colmns prediction model extended from ACI code, EASEC-8, Singapore.
Huang Zhanfei [CTM Div], Tan, K.H., Ting, S.K., 2001, Axial Restraint effects on the behavior of steel columns in fire, Eighth East Asia-Pacific Conference on Structural Engineering & Construction, Singapore.
Tan, K.H., Fung, T.C., Toh Wee Siang, 2001, Fire resistance of steel frames using classical and numerical methods, International Seminar on Steel Structures in Fire, China, pp 166 - 179.
Huang Zhanfei [CTM Div], Tan, K.H., Ting, S.K., 2001, Sub-frame model to predict the structural behaviours of steel frames in fire, International Seminar on Steel Structures in Fire, China, pp 180 - 192.
Wong, M.B., Tan, K.H., 1999, Local buckling of steel plates at elevated temperatures, Mechanics of Structures and Materials, Australia, pp 467 - 474.
Tan, K.H., Toh Wee Siang, Yuan, Z., 1999, A simplified approach for calculating fire resistance of steel frames under fire conditions, The 16th Australasian Conference on Mechanics of Structures and Materials, Australia, pp 431 - 436.
Tan, K.H., Fung, T.C., Toh Wee Siang, 1999, A first-order elastic-plastic analysis of steel frames in fire, The 7th East Asia-Pacific Conference on Structural Engineering & Construction, Japan, pp 429 - 433.
Tan, K.H., Fung, T.C., Toh Wee Siang, 1999, A simple approach to strength and stability of steel columns in fire, The 7th East Asia-Pacific Conference on Structural Engineering & Construction, Japan, pp 423 - 428.
Tan, K.H., Fung, T.C., Toh, W.S., 1999, Behaviour of steel frames in fire, Proceedings of the 7th East Asia-Pacific Conference on Structural Engineering & Construction, 27-29 August, Kochi University of Technology, Japan.
Structural Behavior of Sandwich Panels
(a) Journals(Overseas)
Fung, T.C., Tan, K.H., 1998, Shear stiffness for Z-core sandwich panels, Journal of Structural Engineering (United States), Vol. 124, No. 7, pp 809 - 816.
Fung, T.C., Tan, K.H., Lok, T.S., 1996, Shear stiffness DQy for C-core sandwich panels, ASCE Journal of Structural Engineering (United States), Vol. 122, No. 8, pp 958 - 966.
Fung, T.C., Lok, T.S., Tan, K.H., 1994, Elastic stiffness parameters of thin-walled sandwich panels, Journal of the Institution of Engineers, Singapore (Singapore), Vol. 34, No. 5, pp 59 - 66.
Fung, T.C., Tan, K.H., Lok, T.S., 1994, Elastic constants for Z-core sandwich panels, ASCE Journal of Structural Engineering (United States), Vol. 120, No. 10, pp 3046 - 3055.
Tan, K.H., Lok, T.S., Chiew, S.P., 1993, A simplified method for ultimate load prediction of all-steel sandwich panels, Thin-Walled Structures (United Kingdom), Vol. 17, No. 1, pp 27 - 44.
Tan, K.H., Lok, T.S., Fung, T.C., 1993, A simplified thick plate analogy for the analysis of all-steel sandwich panels, Structural Engineer, The (United Kingdom), Vol. 71, No. 14, pp 253 - 258.
Tan, K.H., Montague, P., 1991, A simple grillage analogy for the analysis of steel sandwich panels with penetrations, Structural Engineer, The (United Kingdom), Vol. 69, No. 15, pp 271 - 276.
Norris, C., Montague, P., Tan, K.H., 1990, All-steel sandwich panels with large holes, Structural Engineering Review (United Kingdom), Vol. 2, pp 191 - 203.
Tan, K.H., Montague, P., Norris, C., 1989, Steel sandwich panels: finite element, closed solution and experimental comparisons on a 6m by 2.1m panel, Structural Engineer, The (United Kingdom), Vol. 67, No. 9, pp 159 - 166.
Tan, K.H., Montague, P., Norris, C., 1989, All steel structural panels to carry lateral load: experimental and theoretical behaviour, Structural Engineer, The (United Kingdom), Vol. 67, No. 9, pp 167 - 176.
Tan, K.H., Lok, T.S., Chiew, S.P., 1991, Stress distribution in a laterally loaded all-steel sandwich panel, Journal of the Singapore Structural Steel Society (Singapore), Vol. 2, No. 1, pp 83 - 91.
(b) Conferences
Lok, T.S., Tan, K.H., Fung, T.C., 1995, Influence of central square penetrations on the behaviour of thin-walled sandwich panels, Proc. of Int. Conf. on Mechanics of Solids & Materials Engineering, Singapore, pp 657 - 662.
Tan, K.H., Lok, T.S., Fung, T.C., 1995, Developments in the analysis of structural sandwich panels, Third International Conference on steel and aluminium structures, Turkey.
Fung, T.C., Tan, K.H., Lok, T.S., 1993, Analysis of C-Core sandwich steel plate decking, Proceedings of the Third International Offshore and Polar Engineering Conference, Singapore, pp 244 - 249.
Lok, T.S., Tan, K.H., Fung, T.C., Goh, P.K., 1993, Tests on sandwich panels with centrally located cut-outs, Proc. of Fifth MINDEF/NTU Seminar on Defence R&D Engineering, Singapore, pp 19 - 25.
Tan, K.H., Lok, T.S., Fung, T.C., 1992, Analysis of a 6.0m x 2.1 m sandwich panel by a thick plate approach, Computational Methods in EngineeringAdvances & Applications, Singapore, pp 119 - 125.
Tan, K.H., Montague, P., 1991, Aluminium sandwich panel: finite element model, extension of closed solution and a grillage analogy, Proc of the International Conference on Mechanics of Solids and Structures, Singapore, pp 693 - 704.
Norris, C., Montague, P., Tan, K.H., 1988, Laterally loaded all steel sandwich panels with holes: finite element and experimental comparisons on a 2.1 m by 1 m panel, 5th International Conference on Metal Structures, Romania.
Tan, K.H., 1988, Transverse loading of a steel stiffened sandwich panel, 4th UK ABAQUS User GRoup Conference, United Kingdom, pp 84 - 87.
|
