Wang, 2019, Behavior of concrete-filled corrugated steel tubes under axial compression, Eng Struct, 183, 475, 10.1016/j.engstruct.2018.12.093
Fang, 2020, Axial behavior of concrete-filled corrugated steel tubular column embedded with structural steel, J Constr Steel Res, 170, 10.1016/j.jcsr.2020.106064
Fang, 2020, CFDST stub columns with galvanized corrugated steel tubes: Concept and axial behavior, Thin-Walled Structures, 157, 10.1016/j.tws.2020.107116
Fang, 2021, Behavior of concrete-filled thin-walled corrugated steel tubes under cyclic axial compression, Thin-Walled Structures, 162, 10.1016/j.tws.2021.107630
Dayyani, 2015, The mechanics of composite corrugated structures: a review with applications in morphing aircraft, Compos Struct, 133, 358, 10.1016/j.compstruct.2015.07.099
San Ha, 2020, Thin-walled corrugated structures: A review of crashworthiness designs and energy absorption characteristics, Thin-Walled Structures, 157
Pasternak, 2010, Plate girders with corrugated webs, Journal of civil engineering and management, 16, 166, 10.3846/jcem.2010.17
Cspi, 2007
Ncspa, 2008
Persson, 2017, Corrosion and corrosion products of hot dipped galvanized steel during long term atmospheric exposure at different sites world-wide, Corros Sci, 126, 152, 10.1016/j.corsci.2017.06.025
Yang, 2020, Experimental behavior of concrete-filled corrugated steel tubular short columns under eccentric compression and non-uniform confinement, Eng Struct, 220, 10.1016/j.engstruct.2020.111009
Yang, 2021, Compression-Bending Strength Model for Corrugated Steel Tube Confined Reinforced Concrete Section, J Struct Eng, 147, 04021187, 10.1061/(ASCE)ST.1943-541X.0003148
Fang, 2021, Experimental investigation on concrete-filled corrugated steel tubular column under constant axial load and cyclic load, Eng Struct, 248, 10.1016/j.engstruct.2021.113245
Fang, 2022, Behavior of concrete-filled corrugated steel tubes with large helical angles under monotonic and cyclic axial compression, Thin-Walled Structures, 173, 10.1016/j.tws.2022.109043
Farahi, 2016, Compressive behavior of concrete-filled double-skin sections consisting of corrugated plates, Eng Struct, 111, 467, 10.1016/j.engstruct.2015.12.012
Farahi, 2016, Parametric study on the static compressive behavior of concrete-filled double-skin sections consisting of corrugated plates, Thin-walled structures, 107, 526, 10.1016/j.tws.2016.07.007
Farahi, 2017, Effect of ultra-high strength steel on mitigation of non-ductile yielding of concrete-filled double-skin columns, Constr Build Mater, 147, 736, 10.1016/j.conbuildmat.2017.04.189
Han, 2014, Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members, J Constr Steel Res, 100, 211, 10.1016/j.jcsr.2014.04.016
Ferdous, 2018, Short-term flexural behaviour of concrete filled pultruded GFRP cellular and tubular sections with pin-eye connections for modular retaining wall construction, Compos Struct, 206, 1, 10.1016/j.compstruct.2018.08.025
Mohammed, 2021, Design considerations for prefabricated composite jackets for structural repair: Parametric investigation and case study, Compos Struct, 261, 10.1016/j.compstruct.2020.113288
Han, 2016
Lu, 2021, The impact of stirrups on the composite action of concrete-filled steel tubular stub columns under axial loading, Structures, 30, 786, 10.1016/j.istruc.2021.01.053
Liu, 2015, Behavior of square tubed reinforced-concrete short columns subjected to eccentric compression, Thin-Walled Structures, 91, 108, 10.1016/j.tws.2015.01.023
Wang, 2015, Behavior of short circular tubed-reinforced-concrete columns subjected to eccentric compression, Eng Struct, 105, 77, 10.1016/j.engstruct.2015.10.001
Zhou, 2016, Behavior and design of slender circular tubed-reinforced-concrete columns subjected to eccentric compression, Eng Struct, 124, 17, 10.1016/j.engstruct.2016.05.036
Liu, 2018, Hysteretic behavior and modified design of square TSRC columns with shear studs, Thin-Walled Structures, 129, 265, 10.1016/j.tws.2018.04.007
Liu, 2019, Seismic behavior of shear-critical circular TSRC columns with a shear span-to-depth ratio of 1.3, Thin-Walled Structures, 134, 373, 10.1016/j.tws.2018.10.023
Jgjt 471–2019., 2019
Ead, 2000, Turbulent open-channel flow in circular corrugated culverts, J Hydraul Eng, 126, 750, 10.1061/(ASCE)0733-9429(2000)126:10(750)
Beben, 2011, Application of the interferometric radar for dynamic tests of corrugated steel plate (CSP) culvert, NDT and E Int, 44, 405, 10.1016/j.ndteint.2011.04.001
Che, 2021, Field investigation on the mechanical performance of corrugated steel utility tunnel (CSUT), J Constr Steel Res, 183, 10.1016/j.jcsr.2021.106693
Yue, 2021, Shaking table test and numerical simulation on seismic performance of prefabricated corrugated steel utility tunnels on liquefiable ground, Soil Dyn Earthquake Eng, 141, 10.1016/j.soildyn.2020.106527
GB/T 34567-2017. Cold-formed corrugated steel pipes. (2017). Beijing: China Standard Press [in Chinese].
American Association of State Highway and Transportation Officials (AASHTO). LRFD bridge design specifications (5th ed). (2010). Washington, D.C: American Association of State Highway and Transportation Officials.
CSA. Canadian highway bridge design code. (2014). Canadian Standards Association.
Tomii, 1995, Non-hooped reinforced concrete columns and beam-to-column connections laterally confined in bellows square steel tube, Special Publication, 157, 375
Biddah, 1997, Upgrading of nonductile reinforced concrete frame connections, J Struct Eng, 123, 1001, 10.1061/(ASCE)0733-9445(1997)123:8(1001)
Ghobarah, 1997, Rehabilitation of reinforced concrete columns using corrugated steel jacketing, J Earthquake Eng, 1, 651, 10.1080/13632469708962382
Assas, 2014, Efficiency of Corrugated Steel Jackets for Strengthening or Repairing Square Section Concrete Columns, Life Science Journal, 11
Han, 2010, Nonlinear concrete model for double-skinned composite tubular columns, Constr Build Mater, 24, 2542, 10.1016/j.conbuildmat.2010.06.001
Han, 2015, Experimental study on the lateral behavior of DSCT columns with corrugated inner tube, Mater Struct, 48, 2855, 10.1617/s11527-014-0361-0
Maeda, 2009, Post-earthquake damage evaluation of reinforced concrete buildings, J Adv Concr Technol, 7, 327, 10.3151/jact.7.327
Yen, 2009, Lessons in bridge damage learned from the Wenchuan earthquake, Earthquake Engineering and Engineering Vibration, 8, 275, 10.1007/s11803-009-9064-x
Sun, 2012, Lessons learned from the damaged Huilan interchange in the 2008 Wenchuan earthquake, J Bridge Eng, 17, 15, 10.1061/(ASCE)BE.1943-5592.0000210
Priestley, 1994, Seismic shear strength of reinforced concrete columns, J Struct Eng, 120, 2310, 10.1061/(ASCE)0733-9445(1994)120:8(2310)
Mohr, 2010, A frame element model for the analysis of reinforced concrete structures under shear and bending, Eng Struct, 32, 3936, 10.1016/j.engstruct.2010.09.005
Zhang, 2021, Experimental and numerical investigation on the behavior of concrete-filled rectangular steel tubes under bending, Struct. Eng. Mech, 78, 231
Shi, 2019, Experimental performance of circular concrete-filled steel tubular members with inner profiled steel under lateral shear load, Eng Struct, 201, 10.1016/j.engstruct.2019.109746
Ferdous, 2021, Bending and shear behaviour of waste rubber concrete-filled FRP tubes with external flanges, Polymers, 13, 2500, 10.3390/polym13152500
Elchalakani, 2001, Concrete-filled circular steel tubes subjected to pure bending, J Constr Steel Res, 57, 1141, 10.1016/S0143-974X(01)00035-9
Triantafillou, 1998, Shear strengthening of reinforced concrete beams using epoxy-bonded FRP composites, ACI Struct J, 95, 107
Tran, 2021, Shear performance of short-span FRP-reinforced concrete beams strengthened with CFRP and TRC, Eng Struct, 242, 10.1016/j.engstruct.2021.112548
Zheng, 2020, Experimental investigation and numerical analysis of RC beams shear strengthened with FRP/ECC composite layer, Compos Struct, 246, 10.1016/j.compstruct.2020.112436
Chaboki, 2019, Shear behaviour of concrete beams with recycled aggregate and steel fibres, Constr Build Mater, 204, 809, 10.1016/j.conbuildmat.2019.01.130
Martín-Sanz, 2020, Shear-bending failure modeling of concrete ribbed slabs strengthened with UHPFRC, Eng Struct, 222, 10.1016/j.engstruct.2020.110846
GB 50010-2010. Code for design of concrete structures. Beijing: Standards Press of China; 2010 [in Chinese].
China Association for Engineering Construction Standardization (CECS146). (2003). Technical specification for strengthening concrete structure with carbon fiber reinforced polymer laminate.
Gu, 2016
Galal, 2005, Retrofit of RC square short columns, Eng Struct, 27, 801, 10.1016/j.engstruct.2005.01.003
Moretti, 2006, Behavior and ductility of reinforced concrete short columns using global truss model, ACI Struct J, 103, 319
GB/T 50152-2012. Standard for test method of concrete structures. Beijing: China Architecture and Building Press; 2012 [in Chinese].
ASTM C293 (2016), Standard Test Method for Flexural Strength of Concrete (using simple beam with center-point loading), ASTM International, West Conshohocken, Pennsylvania, United States.
ASTM C78. (2016). Standard test method for flexural strength of concrete (using simple beam with third-point loading). ASTM International, West Conshohocken, Pennsylvania, United States.
GB/T 50081-2002. Standard for test method of mechanical properties on ordinary concrete. Beijing: China Architecture and Building Press; 2002 [in Chinese].
ASTM A370-17a. Standard test methods and definitions for mechanical testing of steel products. United States: American Society for Testing and Materials; 2017.
GB/T 228-2010. Metallic materials-tensile testing-Part 1: method of test at room temperature. Beijing: Standards Press of China; 2010 [in Chinese].
Gb 1499.2-2018., 2010
Park, R. (1988). Ductility evaluation from laboratory and analytical testing. In Proceedings of the 9th world conference on earthquake engineering, Tokyo-Kyoto, Japan (Vol. 8, pp. 872 605-616).
Da Silva, 2005
Boresi, 1985, Vol. 6
Zhang, 2005, Behavior of steel tube and confined high strength concrete for concrete-filled RHS tubes, Adv. Struct. Eng., 8, 101, 10.1260/1369433054037976
Chakraborty, 2015, Use of von Mises yield criterion for solving axisymmetric stability problems, Geomech Geoeng, 10, 234, 10.1080/17486025.2014.951080
Hsu, 2010
Committee, 2008