## 6 Conclusions
Mater._**2009**, _23_, 2653-2663. [CrossRef]* (44) [PERSON] Seismic Performance of Concrete Filled Steel Tubular Piers Numerical Simulation and Analysis. Master's Thesis, Guangdong University of Technology, Guangdong, China, 2022. (In Chinese)
* (45) [PERSON] Seismic Behaviors Analysis of Concrete-Filled Thin-Walled Square Steel Box Piers Based on OpenSees. Master's Thesis, Chang'an University, Xi'an, China, 2014. (In Chinese)
* (46) [PERSON]; [PERSON]; [PERSON] _Seismic Design and Retrofit_; John Wiley & Sons: New York, NY, USA, 1996. * (47) [PERSON]; [PERSON]; [PERSON] Application of Damaged Plasticity Model for Concrete. _Struct. Eng._**2008**, _24_, 22-27. (In Chinese)
* (48)_GB 50010-2010_; Code for Design of Concrete Structures. China Architecture & Building Press: Beijing, China, 2010. (In Chinese)
* (49) [PERSON]; [PERSON]; [PERSON]; [PERSON] Parameters Verification of Concrete Damaged Plastic Model of ABAQUS. _Build. Struct._**2008**, _38_, 127-130. (In Chinese)
* (50) [PERSON]; [PERSON] Anisotropic damage modelling for brittle elastic materials. _Symp. Fr. Pol._**1984**, _37_, 521-534. * (51) [PERSON] Experimental Research on Seismic Behavior of Self-Centering Precast Segmental CFST Bridges Piers with Replaceable Composite Panels. Master's Thesis, Tianjin University, Tianjin, China, 2021. (In Chinese)
* (52) [PERSON] Study on the Seismic Behavior of Prefabricated ECC Encased CFST Piers. Master's Thesis, Chongqing University, Chongqing, China, 2021. (In Chinese)
* (53) [PERSON] Study on the Mechanical Properties of Round-Ended Steel Tube-MPC Composite Structure. Master's Thesis, Harbin Institute of Technology, Harbin, China, 2020. (In Chinese)
* (54) [PERSON] [PERSON]; [PERSON]; [PERSON] Experimental study on ultimate strength and ductility of concrete filled steel columns under strong earthquake. _J. Constr. Steel Res._**1999**, _51_, 297-319. [CrossRef]
* (55)_GB 50367-2013_; Code for Design of Strengthening Concrete Structure. China Architecture & Building Press: Beijing, China, 2013. (In Chinese)
* (56)_ACI 318-19_; Building Code Requirements for Structural Concrete. American Concrete Institute: Farmington Hills, MI, USA, 2019. _DLT 5117-2021_; Test Code on Anti-Washout Underwater Concrete. China Electric Power Press: Beijing, China, 2021. (In Chinese)
* (57)_GB 50936-2014_; Technical Code for Concrete Filled Steel Tubular Structures. China Architecture & Building Press: Beijing, China, 2014. (In Chinese)
* (58)_AISC/ASCI 360-16_; Specification for Structural Steel Buildings. American Institute of Steel Construction: Chicago, IL, USA, 2016. * (59) European Committee for Standardization. _Eurocode 4: Design of Composite Steel and Concrete Structures-Part 1-1: General Rules and Rules for Buildings_; British Standards Institution: London, UK, 2004. * (60) [PERSON] Research on Mechanical Behavior of Self-Stressing and Self-Compacting Concrete Filled Steel Tube Columns. Ph.D. Thesis, Dalian University of Technology, Dalian, China, 2008. (In Chinese)
* (61)_JG/T 101-2015_; Specification for Seismic Test of Buildings. China Architecture & Building Press: Beijing, China, 2015. (In Chinese)
* (62)_AISC/ASCI 341-10_; Seismic Provisions for Structural Steel Buildings. American Institute of Steel Construction: Chicago, IL, USA, 2010. * (63)_IBC-2015_; International Building Code. International Code Council, Inc.: Falls Church, VA, USA, 2015. * (64)_ASCE/SEI 7-10_; Minimum Design Loads for Building and Other Structures. American Society of Civil Engineers: Reston, VA, USA, 2010. * (65) [PERSON]; [PERSON]; [PERSON] Discussion and definition on yield points of materials, members and structures. _Eng. Mech._**2017**, _34_, 36-46. (In Chinese)
* (66) [PERSON]; [PERSON]; [PERSON]; [PERSON] Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression. _Compos. Struct._**2015**, _123_, 312-324. [CrossRef]
* (67) [PERSON]; [PERSON] UHPC-filled duct connections for accelerating bridge construction of RC columns in high seismic zones. _Eng. Struct._**2015**, _99_, 413-422.