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Jesús Aguilar-Jiménez, Juan Manuel García-Guerrero and Juan José Jorquera-Lucerga
The findings of this paper could be useful both for researchers and practicing structural engineers, widening the scope of the available typologies in arch bridges.
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Seok Hyeon Jeon, Kwang-Il Cho, Jungwon Huh and Jin-Hee Ahn
Stone arch bridges, which are globally implemented, are advantageous with respect to material strength and durability. To minimize environmental damage from arch bridges, a structurally stable scheme that can resist variable external loads is required. T...
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Kristopher Campbell, Myra Lydon, Nicola-Ann Stevens and Su Taylor
This paper outlines an initial analysis of 20 years of data held on an electronic bridge management database for approximately 3500 arch bridges across Northern Ireland (NI) by the Department for Infrastructure. Arch bridges represent the largest group o...
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Liming Zhu, Tailei Chen, Lingkun Chen, Zhichao Lu, Xiaolun Hu and Xiaoming Huang
Background: Tied-arch bridges? hangers are crucial load-bearing parts, and their excellent condition directly influences bridge safety. However, assessing in-service hangers? continuing functional performance is irrelevant and incomplete, particularly fo...
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Yi Jia, Chaokuan Wei, Ziqiu Huang, Qi Li, Ping Liao and Wencong Lin
To effectively control the stress state and spatial alignment of arch ribs in the cable hoisting construction of a long-span, concrete-filled, steel tube arch bridge and ensure the safety of the structure, it is necessary to calculate and determine the a...
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Vincenzo Gattulli, Francesco Potenza and Giulio Piccirillo
This paper presents the results of an experimental dynamic campaign carried out on a reinforced concrete multi-span arch bridge. Five expeditious ambient vibration tests were conducted separately on five spans (one test in each span) of the bridge using ...
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Ziwan Wang, Rui Li and Xiaozhang Li
The dynamic pressure exerted on an arch rib by inner water under seismic excitation was studied based on the smoothed particle hydrodynamics (SPH) numerical model. Numerical cases of different seismic excitations in both the horizontal and vertical direc...
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Juan Manuel García-Guerrero and Juan José Jorquera-Lucerga
The conclusions of this paper could be useful for practicing structural engineers, mainly in the first stages of the conceptual design of arch bridges.
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O. H. Kriuk,K. I. Soldatov
Pág. 194 - 199
The article provides calculation by the finite elements method of frequencies of own free fluctuations of the metal arch bridge over Staryi Dnepr river in the city of Zaporozhye, and that of the experimental model (an arch with the traffic on top). The c...
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K. I. Soldatov,A. H. Kriuk,V. I. Borshchov,V. I. Madatov,D. K. Zaporozhets
Pág. 204 - 213
The article desribes the method and elists the results of static and dynamic tests of the metal arch bridge over the river Dnepr in the city of Zaporozhye that were executed by the Laboratory of Bridge Dynamics of Dnepropetrovsk Institute of Railway Tran...
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K. Y. Soldatov,A. H. Kriuk
Pág. 161 - 164
The article, based on the example of an existing metal arch bridge in Zaporozhye, considers application of the «resilient models» technique in calculations of oscillations and stability of such structures. The own free vertical oscillations of the arch s...
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Qian Huang, Xiaoguang Wu, Yunfei Zhang and Min Ma
The practical calculation method of tower load in arch bridge cable lifting construction proposed in this paper, including its engineering application on the analysis of tower mechanical properties, has the characteristics of high calculation efficiency ...
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Eda Majtan, Lee S. Cunningham and Benedict D. Rogers
Masonry arch bridges form an essential part of existing transport infrastructure around the world, including mainland Europe and the northeastern US. Recent extreme flood events highlight that masonry arch bridges spanning watercourses are vulnerable to ...
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Aram Cornaggia, Rosalba Ferrari, Maurizio Zola, Egidio Rizzi and Carmelo Gentile
The paper is part of a case study concerning the structural assessment of a historical infrastructure in the local territory, a road three-span reinforced concrete arch bridge over a river, built by the end of World War I (1917). The purpose of the paper...
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Madappa VR Sivasubramanian, Vinay Shimpi , S.B. Singh
Pág. 178 - 189
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Hongye Gou, Wen Zhou, Changwei Yang, Yi Bao and Qianhui Pu
In this study, a dynamic response analysis procedure is proposed and applied to investigate the dynamic responses of a straddle-type concrete-filled steel tube tied arch bridge under train and truck loadings. A numerical model of the coupled monorail tra...
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Yongjian Liu, Jiangjiang Li, Lei Jiang, Jianping Xian, Haotian Li, Yadong Zhao and Yunxia Gong
In terms of load transfer, the design of the joints in concrete-filled steel tubular (CFST) arch bridges is more critical than that in buildings due to the higher likelihood of steel?concrete-interface debonding. To improve the contact at the steel?concr...
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Qian Huang, Xiaoguang Wu, Hui Wei and Qida Chen
The design concept and analysis method can be applied to the aesthetical and mechanical design of urban landscape bridges.
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V. O. Samosvat,Zhang Rongling,O. O. Hololobova,S. Y. Buriak
Pág. 131 - 140
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V. P. Tarasenko,V. M. Kosiak,V. L. Rykina
Pág. 201 - 206
The paper presents an analysis of technical condition, the calculation, taking into account pliability of the supports, and recommendations on reconstruction of the town arch bridge built in 1903 are presented.
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