## 6 Conclusions
(2014)_ [PERSON] [PERSON]; [PERSON]; [PERSON] Dynamic response of cable-stayed bridges subjected to sudden failure of stays--The 2D problem. _Coupled Syst. Mech._**2014**, \(3\), 345-365. [CrossRef]
* [PERSON] et al. (2020) [PERSON]; [PERSON]; [PERSON] Dynamic response of cable-stayed bridges due to sudden failure of stays: The 3D problem. _Arch. Appl. Mech._**2020**, _90_, 1431-1456. [CrossRef]
* _[PERSON] (2010)_ [PERSON]; [PERSON] The influence of broken cables on the structural behavior of long-span cable-stayed bridges. _J. Mar. Sci. Technol._**2010**, _18_, 395-404. * _[PERSON] and [PERSON] (2016)_ [PERSON]; [PERSON] Structural behavior of cable-stayed bridges after cable failure. _Struct. Eng. Mech._**2016**, _59_, 1095-1120. [CrossRef]
* _[PERSON] and [PERSON] (2009)_ [PERSON]; [PERSON] Response of under-deck cable-stayed bridges to the accidental breakage of stay cables. _Eng. Struct._**2009**, _31_, 1425-1434. [CrossRef]
* _[PERSON] and [PERSON] (2010)_ [PERSON]; [PERSON] Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part I: Bending moment acting on the deck. _Eng. Struct._**2010**, _32_, 3328-3330. [CrossRef]
* _[PERSON] and [PERSON] (2010)_ [PERSON]; [PERSON] Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays. _Eng. Struct._**2010**, _32_, 3301-3312. [CrossRef]
* _[PERSON] et al. (2012)_ [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Comparison of various procedures for progressive collapse analysis of cable-stayed bridges. _J. Zhejiang Univ._**2012**, _13_, 323-334. [CrossRef]
* _[PERSON] et al. (2013)_ [PERSON]; [PERSON]; [PERSON]; [PERSON] A Study on Potential Progressive Collapse Responses of Cable-Stayed Bridges. _Adv. Struct. Eng._**2013**, _16_, 689-706. [CrossRef]
* _[PERSON] and [PERSON] (2013)_ [PERSON]; [PERSON] Time-Progressive Dynamic Assessment of Abrupt Cable-Breakage Events on Cable-Stayed Bridges. _J. Bridge Eng._**2013**, _19_, 159-171. [CrossRef]
* _[PERSON] and [PERSON] (2017)_ [PERSON]; [PERSON] Reliability Assessment Framework of the Long-Span Cable-Stayed Bridge and Traffic System Subjected to Cable breakage Events. _J. Bridge Eng._**2017**, _22_, 1-18. [CrossRef]
* _[PERSON] et al. (2017)_ [PERSON]; [PERSON]; [PERSON] Dynamic response of cable breakage in double-tower cable-stayed bridge with steel truss girder. _J. Chang. Univ._**2017**, _37_, 70-77. (In Chinese)
* _[PERSON] et al. (2021)_ [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Broken cable-induced dynamic response of long-span concrete cable stayed bridge during construction. _J. Vib. Shock._**2021**, _40_, 237-246. * _[PERSON] et al. (2022)_ [PERSON]; [PERSON]; [PERSON] The Investigation on dynamic response of cable-stayed bridge and train on bridge under cable break conditions. _J. Southwest Jiaotong Univ._**2022**, _30_, 1023-1041. (In Chinese)
* _Recommendations for Stay Cable Design, Testing and Installation_; Post-Tensioning Institute: Phoenix, AZ, USA, 2007. * _[PERSON] et al. (2018)_ [PERSON]; [PERSON]; [PERSON]; [PERSON] Analysis of Cable Rupture Dynamic Amplification Factor of Cable-stayed Bridge. In Proceedings of the 11 th National Symposium on the Theory and Application of Random Vibration, Yichang, China, 12-14 October 2018; pp. 328-339. (In Chinese)
* _ITG D64-2015_; Specifications for Design of Highway Steel Bridge. People's Communications Press: Beijing, China, 2015. * _[PERSON] et al. (2009)_ [PERSON]; [PERSON]; [PERSON]; [PERSON] Research on Dynamic Simulation Methodology for Cable Loss of Cable-Stayed Bridges. _Struct. Eng._**2009**, _25_, 89-92. (In Chinese)
* _ITG/T 3360-01--2018;_ Wind-Resistant Design Specification for Highway Bridges. People's Communications Press: Beijing, China, 2018. * _ITG/T 3365-01--2020;_ Design Specifications of Highway Cable Stayed Bridge. People's Communications Press: Beijing, China, 2020.