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Published in: International Journal of Steel Structures 1/2023

24-09-2022

Dynamic Analyses and Simplified Methods for Evaluating Complicated Suspend-dome Structures Subjected to Sudden Cable Failure

Authors: Chao Zhang, Zhichao Lai, Xiaoqiang Yang, Qiang Li, Zilong Zhang, Xindi Fu

Published in: International Journal of Steel Structures | Issue 1/2023

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Abstract

Accidental cable failure may occur for complicated suspend-dome structures, resulting in the dynamic impact effect on structures. This study presents simplified analysis methods for evaluating suspend-dome structures when sudden cable failure occurs. An implicit analysis method of improved alternative load path (IAM-IAP) was employed to simply simulate the cable failure process of the beam-string structure. The IAM-IAP was also validated by comparing the calculated results with the existing test results for the truss string structure. The parameters of the cable failure process (i.e., failure time, failure path, and damping ratio) were analyzed, and suitable values were recommended. Based on the IAM-IAP, a finite element model of multi-loop cable-string suspend-dome structure (MCSS) was established and benchmarked by verifying the static responses during construction. Dynamic responses (i.e., time histories, displacements, axial forces, and dynamic amplification factors) of MCSS were systematically investigated. The dynamic amplification factor may be larger than 2, exceeding the suggested value of existing specifications. A static equivalent method with reasonable prediction accuracy was also proposed to simply assess the dynamic responses of suspend-dome structures subjected to sudden cable failure.

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Literature
go back to reference Agwoko, M. P., Chen, Z., Liu, H., et al. (2021). A study of collapse susceptibility and resistance of loaded cable-supported pipe structure subject to a sudden break of cable member. Advanced Steel Construction, 17(3), 283–293. Agwoko, M. P., Chen, Z., Liu, H., et al. (2021). A study of collapse susceptibility and resistance of loaded cable-supported pipe structure subject to a sudden break of cable member. Advanced Steel Construction, 17(3), 283–293.
go back to reference Cai, J., Xu, Y., Zhuang, L., et al. (2012). Comparison of various procedures for progressive collapse analysis of cable-stayed bridges. Journal of Zhejiang University-Science A, 13, 323–334.CrossRef Cai, J., Xu, Y., Zhuang, L., et al. (2012). Comparison of various procedures for progressive collapse analysis of cable-stayed bridges. Journal of Zhejiang University-Science A, 13, 323–334.CrossRef
go back to reference Chen, Z., Yan, R., Wang, X., et al. (2015). Experimental researches of a suspen-dome structure with rolling cable-strut joints. Advanced Steel Construction, 11, 15–38. Chen, Z., Yan, R., Wang, X., et al. (2015). Experimental researches of a suspen-dome structure with rolling cable-strut joints. Advanced Steel Construction, 11, 15–38.
go back to reference Gerasimidis, S., & Baniotopoulos, C. C. (2011). Disproportionate collapse analysis of cable-stayed steel roofs for cable loss. International Journal of Steel Structures, 11, 91–98.CrossRef Gerasimidis, S., & Baniotopoulos, C. C. (2011). Disproportionate collapse analysis of cable-stayed steel roofs for cable loss. International Journal of Steel Structures, 11, 91–98.CrossRef
go back to reference Han, Q., Liu, M., Lu, Y., et al. (2015). Progressive collapse analysis of large-span reticulated domes. International Journal of Steel Structures, 15, 261–269.CrossRef Han, Q., Liu, M., Lu, Y., et al. (2015). Progressive collapse analysis of large-span reticulated domes. International Journal of Steel Structures, 15, 261–269.CrossRef
go back to reference Hoang, V., Kiyomiya, O., & An, T. (2018). Experimental and numerical study of lateral cable rupture in cable-stayed bridges: Case study. Journal of Bridge Engineering, 23(6), 5018001–5018004.CrossRef Hoang, V., Kiyomiya, O., & An, T. (2018). Experimental and numerical study of lateral cable rupture in cable-stayed bridges: Case study. Journal of Bridge Engineering, 23(6), 5018001–5018004.CrossRef
go back to reference JTG/T 65–01–2007. (2007). Guidelines for design of highway cable-stayed bridge. (In Chinese). JTG/T 65–01–2007. (2007). Guidelines for design of highway cable-stayed bridge. (In Chinese).
go back to reference Kawaguchi, M., Masaru, A., & Tatemichi, I. (1999). Design, tests and realization of suspen-dome system. Journal of the International Association for Shell and Spatial Structures, 40, 179–192. Kawaguchi, M., Masaru, A., & Tatemichi, I. (1999). Design, tests and realization of suspen-dome system. Journal of the International Association for Shell and Spatial Structures, 40, 179–192.
go back to reference Kumar, S., & Kumar, M. (2021). Damping implementation issues for in-structure response estimation of seismically isolated nuclear structures. Earthquake Engineering & Structural Dynamics, 50, 1967–1988.CrossRef Kumar, S., & Kumar, M. (2021). Damping implementation issues for in-structure response estimation of seismically isolated nuclear structures. Earthquake Engineering & Structural Dynamics, 50, 1967–1988.CrossRef
go back to reference Liu, R., Li, X., Xue, S., et al. (2017). Numerical and experimental research on annular crossed cable-truss structure under cable rupture. Earthquake Engineering and Engineering Vibration, 16, 557–569.CrossRef Liu, R., Li, X., Xue, S., et al. (2017). Numerical and experimental research on annular crossed cable-truss structure under cable rupture. Earthquake Engineering and Engineering Vibration, 16, 557–569.CrossRef
go back to reference Liu, Z., Jiang, A., Shao, W., et al. (2021). Artificial-neural-network-based mechanical simulation prediction method for wheel-spoke cable truss construction. International Journal of Steel Structures., 21, 1032–1052.CrossRef Liu, Z., Jiang, A., Shao, W., et al. (2021). Artificial-neural-network-based mechanical simulation prediction method for wheel-spoke cable truss construction. International Journal of Steel Structures., 21, 1032–1052.CrossRef
go back to reference Lu, J., Zhang, H., & Wu, X. (2021). Experimental study on collapse behaviour of truss string structures under cable rupture. Journal of Constructional Steel Research, 185, 106864.CrossRef Lu, J., Zhang, H., & Wu, X. (2021). Experimental study on collapse behaviour of truss string structures under cable rupture. Journal of Constructional Steel Research, 185, 106864.CrossRef
go back to reference Mayrbaurl, R. M., & Camo, S. (2001). Cracking and fracture of suspension bridge wire. Journal of Bridge Engineering, 6, 645–650.CrossRef Mayrbaurl, R. M., & Camo, S. (2001). Cracking and fracture of suspension bridge wire. Journal of Bridge Engineering, 6, 645–650.CrossRef
go back to reference McKay, A., Marchand, K., & Diaz, M. (2012). Alternate path method in progressive collapse analysis: Variation of dynamic and nonlinear load increase factors. Practice Periodical on Structural Design and Construction, 17(4), 152–160.CrossRef McKay, A., Marchand, K., & Diaz, M. (2012). Alternate path method in progressive collapse analysis: Variation of dynamic and nonlinear load increase factors. Practice Periodical on Structural Design and Construction, 17(4), 152–160.CrossRef
go back to reference Minaei, A., Daneshjoo, F., & Goicolea, J. M. (2020). Experimental and numerical study on cable breakage equivalent force in cable-stayed structures consisting of low-relaxation seven-wire steel strands. Structures, 27, 595–606.CrossRef Minaei, A., Daneshjoo, F., & Goicolea, J. M. (2020). Experimental and numerical study on cable breakage equivalent force in cable-stayed structures consisting of low-relaxation seven-wire steel strands. Structures, 27, 595–606.CrossRef
go back to reference Naderian, H., Cheung, M. M. S., Shen, Z., et al. (2016). Seismic analysis of long-span cable-stayed bridges by an integrated finite strip method. Journal of Bridge Engineering, 21(3), 1–18.CrossRef Naderian, H., Cheung, M. M. S., Shen, Z., et al. (2016). Seismic analysis of long-span cable-stayed bridges by an integrated finite strip method. Journal of Bridge Engineering, 21(3), 1–18.CrossRef
go back to reference Nazarian, E., Ansari, F., Zhang, X., et al. (2016). Detection of tension loss in cables of cable-stayed bridges by distributed monitoring of bridge deck strains. Journal of Structural Engineering, 142, 04016018.CrossRef Nazarian, E., Ansari, F., Zhang, X., et al. (2016). Detection of tension loss in cables of cable-stayed bridges by distributed monitoring of bridge deck strains. Journal of Structural Engineering, 142, 04016018.CrossRef
go back to reference Olofin, I., & Liu, R. (2017). Structural optimization of Beijing Gymnasium suspen-dome with Carbon Fiber Reinforced Polymer (CFRP) cable. Scientific Herald of the Voronezh State University of Architecture & Civil Engineering, 36(4), 106–115. Olofin, I., & Liu, R. (2017). Structural optimization of Beijing Gymnasium suspen-dome with Carbon Fiber Reinforced Polymer (CFRP) cable. Scientific Herald of the Voronezh State University of Architecture & Civil Engineering, 36(4), 106–115.
go back to reference P.T.I (2007). Recommendations for stay cable design, testing and installation, Post-tensioning Institute Committee on Cable stayed bridge, Fifth Edition, DC45.1–12. P.T.I (2007). Recommendations for stay cable design, testing and installation, Post-tensioning Institute Committee on Cable stayed bridge, Fifth Edition, DC45.1–12.
go back to reference Parhusip, J. S. (2021). The making of freedom and common forms of struggle of runaways in Taiwan. The South Atlantic Quarterly, 120(3), 663–669.CrossRef Parhusip, J. S. (2021). The making of freedom and common forms of struggle of runaways in Taiwan. The South Atlantic Quarterly, 120(3), 663–669.CrossRef
go back to reference Ruiz-Teran, A. M., & Aparicio, A. C. (2009). Response of under-deck cable-stayed bridges to the accidental breakage of stay cables. Engineering Structures, 31, 1425–1434.CrossRef Ruiz-Teran, A. M., & Aparicio, A. C. (2009). Response of under-deck cable-stayed bridges to the accidental breakage of stay cables. Engineering Structures, 31, 1425–1434.CrossRef
go back to reference Saitoh, M., & Okada, A. (1999). The role of string in hybrid string structure. Engineering Structures, 21, 756–769.CrossRef Saitoh, M., & Okada, A. (1999). The role of string in hybrid string structure. Engineering Structures, 21, 756–769.CrossRef
go back to reference SETRA. (2001). Haubans recomendations de la commission interministérielle de la précontrainte. In Bagneux Cedex (France): Service d'Études Techniques des Routes et Autoroutes. (in French) SETRA. (2001). Haubans recomendations de la commission interministérielle de la précontrainte. In Bagneux Cedex (France): Service d'Études Techniques des Routes et Autoroutes. (in French)
go back to reference Wan, Z. S., Cao, Z. G., Sun, Y., et al. (2018). Pre-stressing method and structural behaviour of a tensairity dome with multiple inflated cushions. Thin-Walled Structures, 132, 585–595.CrossRef Wan, Z. S., Cao, Z. G., Sun, Y., et al. (2018). Pre-stressing method and structural behaviour of a tensairity dome with multiple inflated cushions. Thin-Walled Structures, 132, 585–595.CrossRef
go back to reference Wang, X., Chen, Z., Yu, Y., et al. (2017). Numerical and experimental study on loaded suspendome subjected to sudden cable failure. Journal of Constructional Steel Research, 137, 358–371.CrossRef Wang, X., Chen, Z., Yu, Y., et al. (2017). Numerical and experimental study on loaded suspendome subjected to sudden cable failure. Journal of Constructional Steel Research, 137, 358–371.CrossRef
go back to reference Wu, Z., Wang, D., Ke, W., et al. (2021). Experimental investigation for the dynamic behavior of submerged floating tunnel subjected to the combined action of earthquake, wave and current. Ocean Engineering, 239, 109911.CrossRef Wu, Z., Wang, D., Ke, W., et al. (2021). Experimental investigation for the dynamic behavior of submerged floating tunnel subjected to the combined action of earthquake, wave and current. Ocean Engineering, 239, 109911.CrossRef
go back to reference Xu, J., & Chen, W. (2013). Behavior of wires in parallel wire stayed cable under general corrosion effects. Journal of Constructional Steel Research, 85, 40–47.CrossRef Xu, J., & Chen, W. (2013). Behavior of wires in parallel wire stayed cable under general corrosion effects. Journal of Constructional Steel Research, 85, 40–47.CrossRef
go back to reference Yu, P., Yun, W., Bordas, S., et al. (2021). Static stability analysis of single-layer reticulated spherical shell with kiewitt-sunflower type. International Journal of Steel Structures, 21, 1859–1877.CrossRef Yu, P., Yun, W., Bordas, S., et al. (2021). Static stability analysis of single-layer reticulated spherical shell with kiewitt-sunflower type. International Journal of Steel Structures, 21, 1859–1877.CrossRef
go back to reference Zhang, C., Fu, X., Du, X., et al. (2021). Dynamic analysis of multi-loop cable-string dome due to sudden cable failure. Engineering Mechanics, 38, 64–77. Zhang, C., Fu, X., Du, X., et al. (2021). Dynamic analysis of multi-loop cable-string dome due to sudden cable failure. Engineering Mechanics, 38, 64–77.
go back to reference Zhang, C., Fu, X., Xu, L., et al. (2020a). Influence of multiple square loops-string dome subjected to cable failure. Journal of Hunan University-Natural Sciences, 47, 83–92. Zhang, C., Fu, X., Xu, L., et al. (2020a). Influence of multiple square loops-string dome subjected to cable failure. Journal of Hunan University-Natural Sciences, 47, 83–92.
go back to reference Zhang, C., Hao, H., Bi, K., et al. (2020b). Dynamic amplification factors for a system with multiple-degrees-of-freedom. Earthquake Engineering and Engineering Vibration, 19, 363–375.CrossRef Zhang, C., Hao, H., Bi, K., et al. (2020b). Dynamic amplification factors for a system with multiple-degrees-of-freedom. Earthquake Engineering and Engineering Vibration, 19, 363–375.CrossRef
go back to reference Zhang, Y., Fang, Z., Jiang, R., et al. (2020c). Static performance of a long-span concrete cable-stayed bridge subjected to multiple-cable loss during construction. Journal of Bridge Engineering, 25(30), 4020002.CrossRef Zhang, Y., Fang, Z., Jiang, R., et al. (2020c). Static performance of a long-span concrete cable-stayed bridge subjected to multiple-cable loss during construction. Journal of Bridge Engineering, 25(30), 4020002.CrossRef
go back to reference Zhu, YF. (2013). Research on resist progressive collapse of string structure. In Phd Thesis, Southest University, China. Zhu, YF. (2013). Research on resist progressive collapse of string structure. In Phd Thesis, Southest University, China.
Metadata
Title
Dynamic Analyses and Simplified Methods for Evaluating Complicated Suspend-dome Structures Subjected to Sudden Cable Failure
Authors
Chao Zhang
Zhichao Lai
Xiaoqiang Yang
Qiang Li
Zilong Zhang
Xindi Fu
Publication date
24-09-2022
Publisher
Korean Society of Steel Construction
Published in
International Journal of Steel Structures / Issue 1/2023
Print ISSN: 1598-2351
Electronic ISSN: 2093-6311
DOI
https://doi.org/10.1007/s13296-022-00676-1

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