Parametric and pushover analyses on integral abutment bridge

Arockiasamy, 2004, State-of-the-art of integral abutment bridges: design and practice, J Bridge Eng, 9, 497, 10.1061/(ASCE)1084-0702(2004)9:5(497) Briseghella, 2006, Integral abutment bridge concept applied to the rehabilitation of a simply supported prestressed conventional concrete superstructure, Struct Concr, 8, 25, 10.1680/stco.2007.8.1.25 Zordan, 2007, Attainment of an integral abutment bridge through the refurbishment of a simply supported structure, Struct Eng Int, 17, 228, 10.2749/101686607781645824 Pugasap, 2009, Long-term response prediction of integral abutment bridges, J Bridge Eng, 14, 129, 10.1061/(ASCE)1084-0702(2009)14:2(129) Dicleli, 2005, Integral abutment-backfill behavior on sand soil—pushover analysis approach, J Bridge Eng, 10, 354, 10.1061/(ASCE)1084-0702(2005)10:3(354) Dicleli, 2003, Maximum length of integral bridges supported on steel H-piles driven in sand, Eng Struct, 25, 1491, 10.1016/S0141-0296(03)00116-0 Dicleli, 2004, Estimation of length limits for integral bridges built on clay, J Bridge Eng, 9, 572, 10.1061/(ASCE)1084-0702(2004)9:6(572) Faraji, 2001, Nonlinear analysis of integral bridges: finite-element model, J Geotech Geoenviron Eng, 127, 454, 10.1061/(ASCE)1090-0241(2001)127:5(454) National Cooperative Highway Research Program (NCHRP), Manuals for the design of bridge foundations. In: Barker RM, Duncan JM, Rojiani KB, Ooi PSK, Tan CK, and Kim SG (editors.), Rep. 343. Washington (DC): Transportation Research Board; 1991. Bowles, 1996 Haliburton TA. Soil structure interaction; numerical analysis of beams and beam columns. Technical publication no. 14. Oklahoma (USA): School of Civil Engineering, Oklahoma State Univ. Stillwater; 1971. Skempton AW. The bearing capacity of clays. In: Proc. of building research congress, division I, part 3. 1951. p. 180–9. Evans LT. Simplified analysis of laterally loaded piles. Ph.D. thesis. Berkeley (CA, USA): Univ. of California; 1982. American Petroleum Institute (API), Recommended practice for planning, designing and constructing fixed offshore platforms—working stress design. 21th ed., Washington (DC): API RP 2A-WSD; 2000. CEN. The European Committee for Standardization. Eurocode 2: design of concrete structures—part 1–1: general rules and rules for buildings. EN 1992-1-1: 2004. 2004. CEN. The European Committee for Standardization. Eurocode 1: actions on structures—part 2: traffic loads on bridges. EN 1991-2: 2003. 2003. CEN. The European Committee for Standardization. Eurocode 1: actions on structures—part 1–5: general actions—thermal actions. EN 1991-1-5: 2003. 2003. Civjan, 2007, Integral abutment bridge behavior: parametric analysis of a Massachusetts bridge, J Bridge Eng, 12, 64, 10.1061/(ASCE)1084-0702(2007)12:1(64) Dicleli, 2000, Simplified model for computer-aided analysis of integral bridges, J Bridge Eng, 5, 240, 10.1061/(ASCE)1084-0702(2000)5:3(240) Jiunn-Shyang, 2009, Use of plastic hinge model in nonlinear pushover analysis of a pile, J Geotech Geoenviron Eng, ASCE, 1341 CEN. The European Committee for Standardization. Eurocode 8: design of structures for earthquake resistance—part 2: bridges. EN 1998-2: 2005. 2005. CEN. The European Committee for Standardization. Eurocode 8: design of structures for earthquake resistance—part 3: assessment and retrofitting of buildings. EN 1998-3: 2005. 2005.