[1] Phillippi DJ, Hegemier GA. Shear loading in two-column bridge bents. ACI Struct J 2014;111:1497.
[2] Lomiento G, Bonessio N, Benzoni G, Phillippi D, Hegemier GA. Capacity Assessment of V-Shaped RC Bridge Bents. J Bridg Eng 2014;19:266–80. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000511.
[3] Black JS. Design and construction of small-scale bridge bents on drilled shaft foundations. MSE, Univ Texas Austin 2005.
[4] Xiang N, Alam MS. Displacement-based seismic design of bridge bents retrofitted with various bracing devices and their seismic fragility assessment under near-fault and far-field ground motions. Soil Dyn Earthq Eng 2019;119:75–90. https://doi.org/10.1016/j.soildyn.2018.12.023.
[5] Phillippi DJ, Hegemier GA. Simplified Two-Column Analytically-Based Fiber Model. ACI Struct J 2017;114:349.
[6] Franetović M, Mandić Ivanković A, Radić J. Seismic Assessment of existing bridges in Croatia. IABSE Symp. Rep., vol. 99, International Association for Bridge and Structural Engineering; 2013, p. 974–81.
[7] Xiao Y, Zhang Z, Hu J, Kunnath SK, Guo P. Seismic Behavior of CFT Column and Steel Pile Footings. J Bridg Eng 2011;16:575–86. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000198.
[8] Li W, Huang C, Tang C. Negative Angle Vertical Rotating Construction Method of Reinforced Concrete Arch Bridge. Struct Eng Int 2017;27:558–62. https://doi.org/10.2749/222137917X14881937844847.
[9] Wang Y, Ibarra L, Pantelides C. Effect of incidence angle on the seismic performance of skewed bridges retrofitted with buckling-restrained braces. Eng Struct 2020;211:110411. https://doi.org/10.1016/j.engstruct.2020.110411.
[10] Yin W, Li X, Sun T, Wang J, Chen Y, Yan G. Experimental investigation on the mechanical and rheological properties of high-performance concrete (HPC) incorporating sinking bead. Constr Build Mater 2020;243:118293. https://doi.org/10.1016/j.conbuildmat.2020.118293.
[11] Akhnoukh AK. Accelerated bridge construction projects using high performance concrete. Case Stud Constr Mater 2020;12:e00313. https://doi.org/10.1016/j.cscm.2019.e00313.
[12] Sharma P. In-Situ Field Monitoring of a UHPC and HPC Bridge Superstructure under Diagnostic Load Testing Using Digital Image Correlation 2019.
[13] Darwin D, Khajehdehi R, Alhmood A, Feng M, Lafikes J, Ibrahim E, et al. Construction of crack-free bridge decks. University of Kansas Center for Research, Inc.; 2016.
[14] Van Dam T, Duffala N, Stempihar J. Phase I: Minimization of Cracking in New Concrete Bridge Decks. 2016.
[15] Alahmari TS, Kennedy CS, Cuaron AM, Weldon BD, Jáuregui D V. Field Testing of a Prestressed Concrete Bridge With High Performance and Locally Developed Ultra-High Performance Concrete Girders. Front Built Environ 2019;5. https://doi.org/10.3389/fbuil.2019.00114.
[16] Xia Y, Nassif H, Su D. Early-Age Cracking in High Performance Concrete Decks of a Curved Steel Girder Bridge. J Aerosp Eng 2017;30. https://doi.org/10.1061/(ASCE)AS.1943-5525.0000595.
[17] Reggia A, Sgobba S, Macobatti F, Zanotti C, Minelli F, Plizzari GA. Strengthening of a Bridge Pier with HPC: Modeling of Restrained Shrinkage Cracking. Key Eng Mater 2016;711:1027–34. https://doi.org/10.4028/www.scientific.net/KEM.711.1027.
[18] Irfan Ali Shahid Ali, SS. Mix-Design of high performance concrete (HPC) by using Pozzolanic material. NFC IEFR J Eng Sci Res Vol 6 2018.
[19] Kannan DM, Aboubakr SH, EL-Dieb AS, Reda Taha MM. High performance concrete incorporating ceramic waste powder as large partial replacement of Portland cement. Constr Build Mater 2017;144:35–41. https://doi.org/10.1016/j.conbuildmat.2017.03.115.
[20] Yepes V, Pérez-López E, García-Segura T, Alcalá J. Optimization of high-performance concrete post-tensioned box-girder pedestrian bridges. Int J Comput Methods Exp Meas 2019;7:118–29. https://doi.org/10.2495/CMEM-V7-N2-118-129.
[21] Restrepo JI, Seible F, Stephan B, Schoettler MJ. Seismic testing of bridge columns incorporating high-performance materials. ACI Struct J 2006;103:496.
[22] Jason L, Huerta A, Pijaudier-Cabot G, Ghavamian S. An elastic plastic damage formulation for concrete: Application to elementary tests and comparison with an isotropic damage model. Comput Methods Appl Mech Eng 2006;195:7077–92. https://doi.org/10.1016/j.cma.2005.04.017.
[23] Akçaoğlu T, Tokyay M, Çelik T. Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression. Cem Concr Compos 2004;26:633–8. https://doi.org/10.1016/S0958-9465(03)00092-1.
[24] Lee J, Fenves GL. A plastic-damage concrete model for earthquake analysis of dams. Earthq Eng Struct Dyn 1998;27:937–56. https://doi.org/10.1002/(SICI)1096-9845(199809)27:9<937::AID-EQE764>3.0.CO;2-5.
[25] Wittmann FH, Slowik V, Alvaredo AM. Probabilistic aspects of fracture energy of concrete. Mater Struct 1994;27:499–504. https://doi.org/10.1007/BF02473209.
[26] Srinivasa AR, Reddy JN. A model for a constrained, finitely deforming, elastic solid with rotation gradient dependent strain energy, and its specialization to von Kármán plates and beams. J Mech Phys Solids 2013;61:873–85. https://doi.org/10.1016/j.jmps.2012.10.008.
[27] Shyshko S, Mechtcherine V. Developing a Discrete Element Model for simulating fresh concrete: Experimental investigation and modelling of interactions between discrete aggregate particles with fine mortar between them. Constr Build Mater 2013;47:601–15. https://doi.org/10.1016/j.conbuildmat.2013.05.071.