Publications - Civil Engineering Department, Chulalongkorn

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[ Author(Desc)] Title Type Year
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A
Albrecht, P., & Lenwari, A.. (2008). Fatigue Strength of Repaired Prestressed Composite Beams. Journal of Bridge EngineeringJournal of Bridge Engineering, 13(4), 409 - 417. presented at the 2008/07/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)1084-0702(2008)13:4(409)
Albrecht, P., & Lenwari, A.. (2008). Fatigue Strength of Trolley Bridge Stringers Made of ASTM A7 Steel. Journal of Bridge EngineeringJournal of Bridge Engineering, 13(1), 67 - 74. presented at the 2008/01/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)1084-0702(2008)13:1(67)
Albrecht, P., & Lenwari, A.. (2009). Variable-Amplitude Fatigue Strength of Structural Steel Bridge Details: Review and Simplified Model. Journal of Bridge EngineeringJournal of Bridge Engineering, 14(4), 226 - 237. presented at the 2009/07/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)1084-0702(2009)14:4(226)
Albrecht, P., & Lenwari, A.. (2007). Fatigue-Proofing Cover Plates. Journal of Bridge EngineeringJournal of Bridge Engineering, 12(3), 275 - 283. presented at the 2007/05/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)1084-0702(2007)12:3(275)
Albrecht, P., & Lenwari, A.. (2009). Fatigue Strength of Weathered A588 Steel Beams. Journal of Bridge EngineeringJournal of Bridge Engineering, 14(6), 436 - 443. presented at the 2009/11/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)1084-0702(2009)14:6(436)
Albrecht, P., Lenwari, A., & Feng, D.. (2008). Stress Intensity Factors for Structural Steel I-Beams. Journal of Structural EngineeringJournal of Structural Engineering, 134(3), 421 - 429. presented at the 2008/03/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)0733-9445(2008)134:3(421)
Albrecht, P., & Lenwari, A.. (2008). Design of Prestressing Tendons for Strengthening Steel Truss Bridges. Journal of Bridge EngineeringJournal of Bridge Engineering, 13(5), 449 - 454. presented at the 2008/09/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)1084-0702(2008)13:5(449)
Apriadi, D., Likitlersuang, S., Pipatpongsa, T., & Ohta, H.. (2009). On the numerical implementation of hyperplasticity non-linear kinematic hardening modified cam clay model. The Ies Journal Part A: Civil & Structural Engineering, 2, 187–201. doi:10.1080/19373260902985570
B
Barnhart, C., Farahat, A., & Lohatepanont, M.. (2009). Airline Fleet Assignment with Enhanced Revenue Modeling. Operations Research, 57(1), 231-244. presented at the 2009.
Barnhart, C., Kniker, T., & Lohatepanont, M.. (2002). Itinerary-Based Airline Fleet Assignment. Transportation Science, 36(2), 199-217. presented at the 2002.
Birgisson, B., Sangpetngam, B., & Roque, R.. (2002). Predicting viscoelastic response and crack growth in asphalt mixtures with the boundary element method. Transportation Research Record: Journal of the Transportation Research Board, 1789, 129–135.
D
Dorothy, P., Lyles, R., & Narupiti, S.. (1998). Michigan's Commercial Driver's License (CDL) Experience. Journal of Transportation EngineeringJournal of Transportation Engineering, 124(2), 172 - 178. presented at the 1998/03/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)0733-947X(1998)124:2(172)
L
Lenwari, A., Thepchatri, T., & Albrecht, P.. (2006). Debonding Strength of Steel Beams Strengthened with CFRP Plates. Journal of Composites for ConstructionJournal of Composites for Construction, 10(1), 69 - 78. presented at the 2006/02/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)1090-0268(2006)10:1(69)
Lenwari, A., Thepchatri, T., & Albrecht, P.. (2006). Debonding Strength of Steel Beams Strengthened with CFRP Plates. Journal of Composites for Construction, 10, 69-78. doi:10.1061/(ASCE)1090-0268(2006)10:1(69)
Lenwari, A. (2009). Compliance Ratio Method for Calculating Energy Release Rates in Structural Steels. In Structures Congress 2009 (pp. 1-10). presented at the 2005/08/01, American Society of Civil Engineers. Retrieved from http://dx.doi.org/10.1061/41031(341)238
Lenwari, A., Thepchatri, T., & Albrecht, P.. (2005). Flexural Response of Steel Beams Strengthened with Partial-Length CFRP Plates. Journal of Composites for ConstructionJournal of Composites for Construction, 9(4), 296 - 303. presented at the 2005/08/01. Retrieved from http://dx.doi.org/10.1061/(ASCE)1090-0268(2005)9:4(296)
Likitlersuang, S., Houlsby, G. T., & Chompoorat, T.. (2009). Model for Shear Response of Asphaltic Concrete at Different Shear Rates and Temperatures. Journal of Engineering Mechanics-asce, 135. doi:10.1061/(ASCE)0733-9399(2009)135:11(1257)

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