Construction monitoring and control of cable-stayed bridges without backstays

• Autorzy: Zheng Xilong

Identyfikatory

DOI

10.24425/ace.2024.151915

• Języki publikacji: EN

Abstrakty

EN

The cable-stayed bridge without backstays is an important branch of the cable-stayed bridge family. It tilts the bridge tower to one side and removes the backstay, using its own weight to balance the cable tension. It has the characteristics of novel structure and beautiful appearance and is highly favoured in urban construction both at home and abroad. In this paper, based on the construction of the main bridge of Jinzhou Bridge, a spatial model was established using finite element analysis software to simulate and analyse the construction process, with a focus on researching the construction control. Jinzhou Bridge has a novel structure and complex technology. The inclination angle of the bridge tower is the largest among its counterparts, and the difficulty of construction control is relatively high. This paper uses the adaptive control theory to control the construction of the main bridge of Jinzhou Bridge. During the construction process and the bridge state, the structure of Jinzhou Bridge is subject to reasonable stress and the bridge body is safe and reliable. The line shape of the main beam is basically smooth, further demonstrating the correctness of the construction control theory data.

Słowa kluczowe

EN

cable-stayed bridge; construction monitoring; control; finite element simulation; construction method

PL

most wantowy; monitorowanie budowy; kontrola; symulacja elementów skończonych; metoda budowy

• Wydawca: Komitet Inżynierii Lądowej i Wodnej PAN ; Politechnika Warszawska, Wydział Inżynierii Lądowej
• Czasopismo: Archives of Civil Engineering
• Rocznik: 2024
• Tom: Vol. 70, nr 4
• Strony: 649--666
• Opis fizyczny: Bibliogr. 15 poz., il., tab.

Twórcy

autor

Zheng Xilong

• Harbin University, School of Civil and Architectural Engineering, Harbin, China

• https://orcid.org/0000-0001-5571-667X

Bibliografia

• [1] P. Nisha and Y. Turkan, “Bridge construction progress monitoring using lidar and 4D design models”, Automation in Construction, vol. 109, art. no. 102961, 2020, doi: 10.1016/j.autcon.2019.102961.
• [2] M. Pańtak, “Comparative analysis of dynamic load models generated by runners on footbridges”, Archives of Civil Engineering, vol. 69, no. 1, pp. 147-162, 2023, doi: 10.24425/ace.2023.144165.
• [3] H. Sousa, et al., “Design and implementation of a monitoring system applied to a long-span prestressed concrete bridge”, Structural Concrete, vol. 12, no. 2, pp. 82-93, 2011, doi: 10.1002/suco.201000014.
• [4] Z. Xianghong and Z. Binjiang, “Construction monitoring method of gui dan intercity bridge in guang zhou”, Applied Mechanics and Materials, vol. 578, pp. 1157-1160, 2014, doi: 10.4028/www.scientific.net/AMM.578-579.1157.
• [5] L. J. Butler, W. Lin, and J. Xu, “Monitoring, modeling, and assessment of a self-sensing railway bridge during construction”, Journal of Bridge Engineering, vol. 23, no. 10, 2018, doi: 10.1061/(ASCE)BE.1943-5592.0001288.
• [6] L. Chengyuan, H. Zhuowei, and L. Wei, “Study on temperature characteristics of multi-tower cable-stayed bridge”, Archives of Civil Engineering, vol. 69, no. 4, pp. 535-548, 2023, doi: 10.24425/ace.2023.147675.
• [7] M. M. Alamdari, et al., “Non-contact structural health monitoring of a cable-stayed bridge: Case study”, Structure and Infrastructure Engineering, vol. 15, no. 8, pp. 1119-1136, 2019, doi: 10.1080/15732479.2019.1609529.
• [8] Y. Ji, W. Liu, and W. Li, “Anti-overturning safety performance investigation for single column pier bridge”, Archives of Civil Engineering, vol. 68, no. 3, pp. 221-240, 2022, doi: 10.24425/ace.2022.141882.
• [9] T. C. Huynh, J. H. Park, and J. T. Kim, “Structural identification of cable-stayed bridge under back-to-back typhoons by wireless vibration monitoring”, Measurement, vol. 88, pp. 385-401, 2016, doi: 10.1016/j.measurement.2016.03.032.
• [10] V. Straupe and A. Paeglitis, “Analysis of geometrical and mechanical properties of cable-stayed bridge”, Procedia Engineering, vol. 57, pp. 1086-1093, 2013, doi: 10.1016/j.proeng.2013.04.137.
• [11] G. Hongye, et al., “Construction monitoring of self-anchored suspension bridge with inclined tower”, Journal of Bridge Engineering, vol. 26, no. 10, 2021, doi: 10.1061/(ASCE)BE.1943-5592.0001777.
• [12] H. Zhiguo, et al., “Integrated structural health monitoring in bridge engineering”, Automation in Construction, vol. 136, art. no. 104168, 2022, doi: 10.1016/j.autcon.2022.104168.
• [13] V. Racic and J. B. Morin, “Data-driven modelling of vertical dynamic excitation of bridges induced by people running”, Mechanical Systems and Signal Processing, vol. 43, no. 1-2, pp. 153-170, 2014, doi: 10.1016/j.ymssp.2013.10.006.
• [14] A. Vilventhan and R. Rajadurai, “4D bridge information modelling for management of bridge projects: a case study from India”, Built Environment Project and Asset Management, vol. 10, no. 3, pp. 423-435, 2020, doi: 10.1108/BEPAM-05-2019-0045.
• [15] T. Siwowski, H. Zobel, T. Al-Khafaji, and W. Karwowski, “FRP bridges in Poland: state of practice”, Archives of Civil Engineering, vol. 67, no. 3, pp. 5-27, 2021, doi: 10.24425/ace.2021.138040