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Lip H. Teh ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Wang, Cao / Teh, Lip H. / Feng, Kairui (2023): A Probabilistic Framework for Resilience Quantification of Residential Building Portfolios Exposed to Tropical Cyclone Winds. In: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, v. 9, n. 4 (Dezember 2023).

    https://doi.org/10.1061/ajrua6.rueng-1129

  2. Guo, Xi / Kyvelou, Pinelopi / Ye, Jun / Teh, Lip H. / Gardner, Leroy (2022): Structural Response of Wire Arc Additively Manufactured Steel Bolted Connections under Single Shear. In: ce/papers, v. 5, n. 4 (September 2022).

    https://doi.org/10.1002/cepa.1753

  3. Bhuiyan, Refat A. / Ahmed, Aziz / Teh, Lip H. (2022): Light-Gauge Shear Panel with Slotted Cold-Reduced Sheet Steel Brace. In: Practice Periodical on Structural Design and Construction, v. 27, n. 2 (Mai 2022).

    https://doi.org/10.1061/(asce)sc.1943-5576.0000668

  4. Teh, Lip H. / Green, Perry (2021): Stability of Members and Connections in Cold-Formed and Hot Rolled Steel Structures. In: Journal of Structural Engineering (ASCE), v. 147, n. 10 (Oktober 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0003157

  5. Bhuiyan, Refat A. / Teh, Lip H. / Ahmed, Aziz (2021): Strength of Shear Nailed Connections in Thin Steel Sheets. In: Journal of Structural Engineering (ASCE), v. 147, n. 5 (Mai 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002994

  6. Cho, Yonghyun / Teh, Lip H. / Ahmed, Aziz / Young, Ben (2021): Material ductility and temperature effects on block shear capacity of bolted connections. In: Journal of Constructional Steel Research, v. 177 (Februar 2021).

    https://doi.org/10.1016/j.jcsr.2020.106461

  7. Cho, Yonghyun / Teh, Lip H. / Young, Ben / Ahmed, Aziz (2020): Net section tension strength of bolted connections in ultra-high strength sheet steel during and after fire. In: Journal of Constructional Steel Research, v. 172 (September 2020).

    https://doi.org/10.1016/j.jcsr.2020.106237

  8. Jiao, Weifeng / Wang, Wei / Chen, Yiyi / Teh, Lip H. (2020): Seismic performance of concrete-filled SHS column-to-beam connections with slip-critical blind bolts. In: Journal of Constructional Steel Research, v. 170 (Juli 2020).

    https://doi.org/10.1016/j.jcsr.2020.106075

  9. Xing, Haoyu / Teh, Lip H. / Jiang, Zhengyi / Ahmed, Aziz (2020): Shear-Out Capacity of Bolted Connections in Cold-Reduced Steel Sheets. In: Journal of Structural Engineering (ASCE), v. 146, n. 4 (April 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002565

  10. Gilbert, Benoit P. / Savoyat, Timothee J.-M. / Teh, Lip H. (2012): Self-shape optimisation application: Optimisation of cold-formed steel columns. In: Thin-Walled Structures, v. 60 (November 2012).

    https://doi.org/10.1016/j.tws.2012.06.008

  11. Gilbert, Benoit P. / Teh, Lip H. / Guan, Hong (2012): Self-shape optimisation principles: Optimisation of section capacity for thin-walled profiles. In: Thin-Walled Structures, v. 60 (November 2012).

    https://doi.org/10.1016/j.tws.2012.06.009

  12. Wang, Bin / Gilbert, Benoit P. / Molinier, Adrien M. / Guan, Hong / Teh, Lip H. (2016): Shape optimisation of cold-formed steel columns with manufacturing constraints using the Hough transform. In: Thin-Walled Structures, v. 106 (September 2016).

    https://doi.org/10.1016/j.tws.2016.04.015

  13. Teh, Lip H. / Clarke, Murray J. (1999): Symmetry of Tangent Stiffness Matrices of 3D Elastic Frame. In: Journal of Engineering Mechanics (ASCE), v. 125, n. 2 (Februar 1999).

    https://doi.org/10.1061/(asce)0733-9399(1999)125:2(248)

  14. Teh, Lip H. (2005): Spatial Rotation Kinematics and Flexural–Torsional Buckling. In: Journal of Engineering Mechanics (ASCE), v. 131, n. 6 (Juni 2005).

    https://doi.org/10.1061/(asce)0733-9399(2005)131:6(598)

  15. Spillers, W. R. / Levy, andRobert / Teh, Lip H. / Clarke, Murray J. (1999): New Definition of Conservative Internal Moments in Space Frames. In: Journal of Engineering Mechanics (ASCE), v. 125, n. 3 (März 1999).

    https://doi.org/10.1061/(asce)0733-9399(1999)125:3(368.2)

  16. Teh, Lip H. / Clarke, Murray J. (1997): New Definition of Conservative Internal Moments in Space Frames. In: Journal of Engineering Mechanics (ASCE), v. 123, n. 2 (Februar 1997).

    https://doi.org/10.1061/(asce)0733-9399(1997)123:2(97)

  17. Maguire, James R. / Teh, Lip H. / Clifton, G. Charles / Lim, James B. P. (2019): Residual capacity of cold-formed steel rack uprights following stomping during rocking. In: Journal of Constructional Steel Research, v. 159 (August 2019).

    https://doi.org/10.1016/j.jcsr.2019.04.039

  18. Teh, Lip H. / Rasmussen, Kim J. R. (2007): Strength of arc-welded T-joints between equal width cold-formed RHS. In: Journal of Constructional Steel Research, v. 63, n. 4 (April 2007).

    https://doi.org/10.1016/j.jcsr.2006.06.021

  19. Gilbert, Benoit P. / Teh, Lip H. / Badet, Romain X. / Rasmussen, Kim J. R. (2014): Influence of pallets on the behaviour and design of steel drive-in racks. In: Journal of Constructional Steel Research, v. 97 (Juni 2014).

    https://doi.org/10.1016/j.jcsr.2014.01.013

  20. Sharafi, P. / Teh, Lip H. / Hadi, Muhammad N. S. (2014): Shape optimization of thin-walled steel sections using graph theory and ACO algorithm. In: Journal of Constructional Steel Research, v. 101 (Oktober 2014).

    https://doi.org/10.1016/j.jcsr.2014.05.026

  21. Hu, Ying / Yang, Cheng Bo / Teh, Lip H. / Yang, Yeong-bin (2018): Reduction factors for stainless steel bolts at elevated temperatures. In: Journal of Constructional Steel Research, v. 148 (September 2018).

    https://doi.org/10.1016/j.jcsr.2018.05.018

  22. Hu, Ying / Yang, Cheng Bo / Cui, Jia / Yang, YB / Teh, Lip H. (2017): Mechanical Properties of Stainless Steel Bolts at Elevated Temperatures. Vorgetragen bei: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.

    https://doi.org/10.2749/222137817822208537

  23. Teh, Lip H. / Yazici, Veysel (2013): Shear lag and eccentricity effects of bolted connections in cold-formed steel sections. In: Engineering Structures, v. 52 (Juli 2013).

    https://doi.org/10.1016/j.engstruct.2013.03.024

  24. Teh, Lip H. / Clarke, Murray J. (1999): Plastic-Zone Analysis of 3D Steel Frames Using Beam Elements. In: Journal of Structural Engineering (ASCE), v. 125, n. 11 (November 1999).

    https://doi.org/10.1061/(asce)0733-9445(1999)125:11(1328)

  25. Teh, Lip H. / Gilbert, Benoit P. (2014): Net Section Tension Capacity of Equal Angle Braces Bolted at Different Legs. In: Journal of Structural Engineering (ASCE), v. 140, n. 6 (Juni 2014).

    https://doi.org/10.1061/(asce)st.1943-541x.0000964

  26. Teh, Lip H. / Gilbert, Benoit P. (2013): Net Section Tension Capacity of Cold-Reduced Sheet Steel Angle Braces Bolted at One Leg. In: Journal of Structural Engineering (ASCE), v. 139, n. 3 (März 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000675

  27. Teh, Lip H. / Hancock, Gregory J. (2005): Strength of Welded Connections in G450 Sheet Steel. In: Journal of Structural Engineering (ASCE), v. 131, n. 10 (Oktober 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:10(1561)

  28. Teh, Lip H. / Gilbert, Benoit P. (2012): Net Section Tension Capacity of Bolted Connections in Cold-Reduced Steel Sheets. In: Journal of Structural Engineering (ASCE), v. 138, n. 3 (März 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000477

  29. Teh, Lip H. / Gilbert, Benoit P. (2013): Net Section Tension Capacity of Cold-Reduced Sheet Steel Channel Braces Bolted at the Web. In: Journal of Structural Engineering (ASCE), v. 139, n. 5 (Mai 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000650

  30. Adewole, Kazeem K. / Teh, Lip H. (2017): Predicting Steel Tensile Responses and Fracture Using the Phenomenological Ductile Shear Fracture Model. In: Journal of Materials in Civil Engineering (ASCE), v. 29, n. 12 (Dezember 2017).

    https://doi.org/10.1061/(asce)mt.1943-5533.0002094

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