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Journal articles on the topic 'Tied-arch bridge'

Author: Grafiati

Published: 4 June 2021

Last updated: 27 July 2025

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1

Kumar, Mr Ashil S., and Ms Lekshmi Priya R. "Static Analysis on Tied Arch Bridge." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 630–34. http://dx.doi.org/10.22214/ijraset.2022.45394.

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Abstract: The bound bridge is in the position of the bridge where the external horizontal force of the upper singing unit is carried as the lowest volume of the bridge. This removal of horizontal forces in connected areas allows for bound bridges to be created with slightly stronger foundations. Therefore, bounded bridges may be located at higher elevations or created in areas with unstable soil conditions. That the structure does not depend on the horizontal compression force for its integrity in the associated arch bridge. Combined bridges may be out of place, and may later be covered locall

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2

Tan, Yonggang, and Yuanbin Yao. "Optimization of hanger arrangement in pedestrian tied arch bridge with sparse hanger system." Advances in Structural Engineering 22, no. 12 (2019): 2594–604. http://dx.doi.org/10.1177/1369433219849842.

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The hanger arrangement has a decisive influence on the mechanical behavior of the tied arch bridge with network hanger system. Many investigations on highway or railway tied arch bridges show that the arch bridges with dense network hangers are superior to those with vertical hangers under larger live load. However, numerous dense inclined hangers lower the esthetic effect of the bridge, especially for pedestrian tied arch bridges. Consequently, the sparse inclined hanger system is recommended in the design of pedestrian tied arch bridges. However, the amount of possible schemes of the hanger

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3

Zhou, Yu, Meng Li, Yingdi Shi, Shengkui Di, and Xianzeng Shi. "Damage Identification Method of Tied-Arch Bridges Based on the Equivalent Thrust-Influenced Line." Structural Control and Health Monitoring 2024 (January 9, 2024): 1–20. http://dx.doi.org/10.1155/2024/6896975.

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Early tied-arch bridges cannot satisfy the current traffic load demand due to their load grades and maintenance levels. Also, these tied-arch bridges have accumulated structural damage with increasingly prominent safety risks. In order to accurately evaluate the characteristics of tied-arch bridges’ structural-influenced lines and identify damage of their arch ribs and suspenders, two analytical solutions are derived and established in this paper for the thrust-influenced lines of parabola and catenary two-hinged arches with a tie beam. A new method and an index for identifying damage of arch

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4

Xiang, Zhong Fu, and Yong Zeng. "Chongqing Bridge and its Combination Bridge." Applied Mechanics and Materials 147 (December 2011): 45–49. http://dx.doi.org/10.4028/www.scientific.net/amm.147.45.

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A brief introduction is given about the history and current situation of Chongqing Bridge. Several combination bridges are introduced in detail about structure characteristic and innovation: Chongqing Wushan Yangtze River Bridge--steel tube- concrete composite arch bridge; Twinning of Chongqing Yangtze River Bridge--steel-concrete composite rigid frame bridge; Chaotianmen Yangtze River Bridge --steel truss - arch composite bridge; Caiyuanba Yangtze River Bridge --Rigid Frame - Tied Arch Bridge.

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5

Esko, Järvenpää, and Quach Thanh Tung. "Simple innovative comparison of costs between tied-arch bridge and cable-stayed bridge." MATEC Web of Conferences 258 (2019): 02015. http://dx.doi.org/10.1051/matecconf/201925802015.

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The proposed paper compares tied-arch bridge alternatives and cable-stayed bridge alternatives based on needed load-bearing construction material amounts in the superstructure. The comparisons are prepared between four tied arch bridge solutions and four cable-stayed bridge solutions of the same span lengths. The sum of the span lengths is 300 m. The rise of arch as well as the height of pylon and cable arrangements follow optimal dimensions. The theoretic optimum rise of tied-arch for minimum material amount is higher than traditionally used for aesthetic reason. The optimum rise for minimum

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6

Rane, Prabhanjan R. "Analysis of Long Span Steel Tied Arch Bridges." International Journal for Research in Applied Science and Engineering Technology 12, no. 1 (2024): 183–93. http://dx.doi.org/10.22214/ijraset.2024.57907.

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Abstract: Arch bridges construction has reappeared around the world thanks to the cantilever launching method, and nowadays these structures represent one of the three major types of long-span bridges, with the other two types being suspension and cablestayed bridges. The arch rib is an element mainly subjected to a large axial compression force caused by dead loads, and that’s why arch bridge structures exhibit a complex behavior during strong earthquakes. Furthermore, when a bridge is located close to a fault system, the near field effects must be considered, since the structure could experi

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7

Xiang, Yi Qiang, Li Chang Zhang, and Qiang Qiang Wu. "Behaviour Analysis of Prestressed Concrete Deck-Tied Arch Bridge." Advanced Materials Research 671-674 (March 2013): 952–56. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.952.

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The prestressed concrete deck-tied arch bridge doesn’t only have a long span, good appearance and economy, but also have the characteristics of low requirements to the foundation. It changes traditional tied arch bridge into deck-tied arch bridge, which looks like sunflower-shaped arch and prestressed steel strands are embedded in box girder on the top of the arch. Taking Yingbin Bridge as engineering background, the reasonable analysis model was established and behaviour of the bridge under design load was analyzed. The results shown that the design project is reasonable, prestressing force e

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8

Hong, Robert, and Soliman Khudeira. "Chicago’s First Tied-Arch Bridge." Practice Periodical on Structural Design and Construction 19, no. 3 (2014): 04014011. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000212.

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9

Zhao, Shu Qing. "Research and Analysis about the Effects of Curved Bar-Tied on Arch Bridge’s Structural Performance." Applied Mechanics and Materials 226-228 (November 2012): 1567–70. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.1567.

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When designing under-supported bar-tied arch bridge, the type of bar-tied usually is straight. But sometimes based on design or the needs of some aspects, curved bar-tied is often used. Taking the main bridge of XinZhang highway bridge as the background, this paper, by using general finite-element software to set up calculation model, studies and analyzes the effects of different types of bar-tied on the arch bridge’s structural performance. Through the analysis, we know that it is not suitable to choose curved bar-tied for under-supported bar-tied arch bridge when designing and constructing.

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10

Huang, Xiangping, Hongdi Wu, and Dongyang Li. "Design of long span steel pipe tied arch bridge with integral hoisting offshore." Advances in Engineering Technology Research 1, no. 2 (2022): 67. http://dx.doi.org/10.56028/aetr.1.2.67.

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taking an 84m span offshore all steel tied arch bridge of a port as an example, this paper introduces the application of steel tied arch bridge in Wharf approach bridge. The bridge is welded as a whole in the factory and hoisted as a whole on site by large floating crane. In this paper, by comparing the static, dynamic, seismic and wind resistance of concrete-filled steel tube arch rib and all steel arch rib, it is concluded that the steel arch rib is more suitable for the bridge. Through the comparison between flexible suspender and steel suspender, it is proposed that steel suspender is used

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11

Huang, Xiangping, Hongdi Wu, and Dongyang Li. "Design of long span steel pipe tied arch bridge with integral hoisting offshore." Advances in Engineering Technology Research 2, no. 1 (2022): 67. http://dx.doi.org/10.56028/aetr.2.1.67.

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taking an 84m span offshore all steel tied arch bridge of a port as an example, this paper introduces the application of steel tied arch bridge in Wharf approach bridge. The bridge is welded as a whole in the factory and hoisted as a whole on site by large floating crane. In this paper, by comparing the static, dynamic, seismic and wind resistance of concrete-filled steel tube arch rib and all steel arch rib, it is concluded that the steel arch rib is more suitable for the bridge. Through the comparison between flexible suspender and steel suspender, it is proposed that steel suspender is used

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12

Xu, Jian, Jian Yuan Sun, and Yu Long Shui. "Bi-Directional Evolutionary Structural Optimization in Conceptual Bridge Design." Applied Mechanics and Materials 256-259 (December 2012): 1658–64. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.1658.

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The principle and procedure of bi-directional evolutionary structural optimization (BESO) are stated in detail. A program based on BESO is introduced in conceptual bridge design. Topology optimizations are achieved for deck arch bridges with different rise-to-span ratios, half-through arch bridge, through tied arch bridge, bridge pier and bridge main beam. The results demonstrate rational structures with well-distributed stress and smooth force transmission, which indicates the efficient of the method.

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13

Wu, Hui Jun, and Wen Liang Qiu. "Dynamic Performance and Seismic Analysis of Tied Arch Bridge." Advanced Materials Research 446-449 (January 2012): 1119–22. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.1119.

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Based on the anti-seismic research achievements of tired arch bridge at home and abroad, taking River City Bridge in Jilin as an example, a finite element model is established for dynamic performance analysis by general finite element software midas civil. Natural vibration characteristics of tied arch bridge are calculated as a basis for further dynamic calculation. Firstly, choose appropriate seismic waves according to the geological data. Then perform the dynamic response analysis of this bridge under different loading cases. Dynamic responses of this bridge under longitudinal and transvers

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14

Wang, Zhongyu. "Analysis on Construction Technology of Reinforced Concrete Tied Arch Bridge." Journal of World Architecture 5, no. 6 (2021): 67–71. http://dx.doi.org/10.26689/jwa.v5i6.2807.

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Bridge construction has received a lot of attention as transportation continues to improve. Reinforced concrete linked arch bridges are a common bridge style in today’s bridge construction. This type of bridge not only has a basic and generous shape, but it is also incredibly easy to construct, resulting in significant material and construction cost savings. This article analyzes the construction technology of a reinforced concrete linked arch bridge in order to achieve good construction and application. It is hoped that this analysis can provide a scientific reference for the guarantee of the

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15

Zheng, Xiao Bo, Chung C. Fu, Shuan Hai He, and Da Lin Hu. "Application of Redundancy to Steel Box Tied Arch Bridge Structural System." Key Engineering Materials 765 (March 2018): 361–69. http://dx.doi.org/10.4028/www.scientific.net/kem.765.361.

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Bridge redundancy is defined as the ability of a bridge system to continue to carry load after the failure of one or several structural components. A bridge will collapse progressively after the failure in some main components, if the bridge is in short of redundancy. The system factors for redundancy have been investigated in the design of the bridges with simple systems. However, there is no corresponding redundancy criteria established for the bridges with long span and complicated structural systems. This paper studied the superstructure of a through steel box tied arch bridge. The member

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16

Suo, Weiwei, and Fu Ting Wang. "Analysis of Bridge Design Based on Three-Dimensional Space." Advanced Materials Research 529 (June 2012): 210–14. http://dx.doi.org/10.4028/www.scientific.net/amr.529.210.

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Considering the effect of non-linearity of geometry and material to the arch bridge, this paper creates the FEM model of the whole bridge, uses the transient analysis method to analyze the seismic behavior of the main bridge of GuCheng Great Bridge independently under the action of Tianjin seismic wave. To give some suggestion on the design of rigid-tied rigid-arch rib CFST arch bridges by studying the seismic behavior of each component on the different positions with the seismic wave of different orientations.

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17

Lederman, George, Zhong You, and Branko Glišić. "A novel deployable tied arch bridge." Engineering Structures 70 (July 2014): 1–10. http://dx.doi.org/10.1016/j.engstruct.2014.03.015.

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18

Yin, Ting, Wei Zhang, Yan Bo Zhao, and Xiao Long Sun. "Construction Monitoring Technology Research on Large-Span V Structure Tied Arch Bridge." Applied Mechanics and Materials 351-352 (August 2013): 1240–43. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1240.

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Large-span V structure tied arch bridge structure system is complex. In order to make the actual state of the bridge into the ideal state of maximum close to the design, we must make real-time monitoring in the key parts of the structure, and adjust to the design of the data by analysis calculated, to ensure the safety and reliability of arch bridge in the course of construction and into stress after the completed bridge. Combined with the construction monitoring of the main Xinglong Bridge on Si River, this paper introduces the main bridge construction process measurement a preliminary study

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19

V., O. SAMOSVAT, RONGLING ZHANG, O. HOLOLOBOVA O., and Y. BURIAK S. "FEATURES OF DESIGN OF TIED-ARCH BRIDGES WITH FLEXIBLE INCLINED SUSPENSION HANGERS." Science and Transport Progress, no. 5(71) (November 10, 2017): 130–40. https://doi.org/10.15802/stp2017/114698.

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<strong>Purpose</strong>. Investigation and analysis of the hanger arrangement and the structural stability of a Network arch bridge – a tied-arch bridge with inclined hangers that cross each other at least twice. It is also necessary to make a comparative analysis with other types of hanger arrangements. <strong>Methodology</strong>. The authors in their research investigated a large number of parameters to determine their influence in the force distribution in the arch. Eventually they determined optimal values for all parameters. These optimal values allowed developing a design g

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20

Danciu, Alexandra Denisa, Ștefan I. Guțiu, Cătălin Moga, Mihai L. Dragomir, Mădălina Ciotlăuș, and Vladimir Marusceac. "A Review of the Network Arch Bridge." Applied Sciences 13, no. 19 (2023): 10966. http://dx.doi.org/10.3390/app131910966.

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The network arch bridge (NAB) is a new structural form of arch bridge that was devised 60 years ago by the Norwegian engineer Per Tveit, who is now prof. dr. docent emeritus at the University of Agder, Norway. The network arch is a tied-arch (also known as a bowstring-arch) bridge that combines the benefits of tied-arch bridges and trusses in a single system. While in a classical tied arch, the hangers are vertical, in a network arch, the suspension of the deck to the arch is ensured through a network of inclined hangers that intersect each other at least twice. Thus, the core of the NAB is th

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21

Tian, Guo Zhi. "A New Monitoring Technology on Arch Bridge." Applied Mechanics and Materials 401-403 (September 2013): 1187–90. http://dx.doi.org/10.4028/www.scientific.net/amm.401-403.1187.

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In order to make the actual state of the bridge into the ideal state of maximum, we make real-time monitoring in the key parts of the bridge, and adjust to the design of the data to ensure the safety and reliability of arch bridge in the course of construction. Combined with the construction monitoring of the Sihe Bridge, this paper introduces the main bridge construction process on the large span tied arch bridge. Based on the construction monitoring of Sihe Bridge, this paper introduces the main contents and methods of monitoring point location, monitoring control of construction process, an

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22

Ji, Ri Chen, Jun He, and Ming Xing Shi. "Stability Analysis of Single-Track Railway Long Span Combination Bridge of Arch and Beam." Advanced Materials Research 383-390 (November 2011): 6079–84. http://dx.doi.org/10.4028/www.scientific.net/amr.383-390.6079.

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For the single-track railway concrete-filled steel tube tied-arch bridge, since restrictions of the bridge width will inevitably lead to a relatively smaller ratio of width to span using long span.The stability is a very prominent issue in design and construction. Taking a 136m span through concrete filled steel tube tied-arch bridge as an object, considering the influence of geometric and material nonlinearity of arch rib, its space stability analysis of the whole bridge is made using finite element program. Its stability factor and the instabil-ity mode are given under the most unfavourable

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23

Petroski, Henry. "Second Life of a Tied-Arch Bridge." American Scientist 103, no. 2 (2015): 94. http://dx.doi.org/10.1511/2015.113.94.

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24

Morcous, George, and Maher K. Tadros. "Load rating of tied-arch bridge systems." Journal of Civil Structural Health Monitoring 6, no. 4 (2016): 725–37. http://dx.doi.org/10.1007/s13349-016-0193-4.

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25

Van Bogaert, Philippe. "Steel Tied Arch Railway Bridge, Louvain, Belgium." Structural Engineering International 13, no. 1 (2003): 22–24. http://dx.doi.org/10.2749/101686603777964946.

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26

Pullaro, Joseph J. "Rehabilitation of a Concrete Tied Arch Bridge." Structural Engineering International 5, no. 2 (1995): 90–91. http://dx.doi.org/10.2749/101686695780601277.

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27

Zhao, Juan Juan. "Analysis and Study of Coupled Vibration between Trains and 80m-Railway Tied Arch Bridge." Applied Mechanics and Materials 638-640 (September 2014): 925–28. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.925.

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In this paper, passenger and freight bi-purpose railway tied arch bridge is studied. Dynamic simulation train model is built on multibody system dynamics approach, and dynamic bridge model is built by using the finite element method.Coupled vibration response analysis of the tied arch bridge based on co-simulation technology of ANASYS and SIMPACK between multibody system dynamics and finite element is made. By calculating, analyses and assess are made of the bridge when trains are moving at different speeds. Results provide theoretical support and refer to the same type of bridge design.

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28

Zhang, Yuanchong, Longlin Wang, Yu Nong, and Wensheng Wang. "Construction-Monitoring Analysis of a Symmetrical Rigid Frame Tied Steel Box Arch Bridge in Southwest China Based on Segmental Assembly Technique." Symmetry 15, no. 7 (2023): 1437. http://dx.doi.org/10.3390/sym15071437.

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Tied steel box arch bridges are increasingly being used due to their attractive appearance, high load-bearing capacity, and good stress performance. Their construction involves multiple processes and factors. Construction monitoring can ensure that such a bridge remains in its intended stress and linear states during and after construction. This helps to minimize deviations from the design state at every stage of construction. Using the segmental assembly construction technique, this study conducted construction monitoring of the alignment and force at each stage of the reconstruction of bridg

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29

Xian Shi, Jing, and Qing Hua Ding. "Analysis and Test of The boom Tension in a Tied arch bridge." MATEC Web of Conferences 175 (2018): 02007. http://dx.doi.org/10.1051/matecconf/201817502007.

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The boom tension of the tied arch bridge has a great influence on the state of the bridge, which is the key monitoring project in the construction stage. In this paper, a concrete-filled steel tube arch bridge with a span 60m is taken as an example. Based on the theoretical analysis of boom tension of tied arch bridge and the test of construction process, the following results are drawn: in the construction stage, the suspender tension is reasonably controlled to achieve the expected goal of the construction period. The cable force in the finished stage basically coincides with the design expe

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30

García-Guerrero, Juan Manuel, and Juan José Jorquera-Lucerga. "Improving the Structural Behavior of Tied-Arch Bridges by Doubling the Set of Hangers." Applied Sciences 10, no. 23 (2020): 8711. http://dx.doi.org/10.3390/app10238711.

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In tied-arch bridges with a single arch, the deck is usually suspended from the arch by means of a single set of cables, pinned at both ends and anchored to the centerline, using either vertical or Nielsen-type hanger arrangements. When properly designed, this layout can significantly reduce forces and deflections under loads that are symmetrical with respect to the plane of the arch. However, it does not contribute to the support of nonsymmetrical loads, such as eccentric loads distributions or wind loading, and does not reduce the sensibility of the arch to out-of-plane buckling. Thus, this

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31

YAU, JONG-DAR. "VIBRATION OF PARABOLIC TIED-ARCH BEAMS DUE TO MOVING LOADS." International Journal of Structural Stability and Dynamics 06, no. 02 (2006): 193–214. http://dx.doi.org/10.1142/s0219455406001915.

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This paper intends to study the train-induced vibration of a parabolic tied-arch bridge using an analytical approach. The train loads over the bridge are regarded as a sequence of equidistant moving loads with identical weights. The tied-arch bridge considered is modeled as the combination of a parabolic flat-rise arch with two-hinged supports and a simple beam suspended by densely distributed vertical cables connected to the arch rib. Using the normal coordinate transformation method, the coupled equations of motion of the arch rib and suspended beam are converted into a set of uncoupled equa

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32

Ruck, Natalie, Elenor Naraidoo, Chenying Liu, Mohammadreza Kamali, Burak Karabulut, and Barbara Rossi. "Assessment of Embodied Carbon in a Tied‐Arch Bridge." ce/papers 6, no. 3-4 (2023): 489–94. http://dx.doi.org/10.1002/cepa.2449.

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AbstractThe urgent need for carbon‐neutral structures arises from the construction industry's contributions to global carbon emissions and the unprecedented rate of global warming. This paper focuses on steel tied‐arch bridges and explores the possibilities of achieving carbon‐neutral design. Firstly, a scientometric study is conducted to identify key focus areas and emerging research trends in this field. The study encompasses publications that emphasize minimizing either the cost of structures or their detrimental impact to the environment. Taking a steel tied‐arch bridge as an example, we s

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33

Hermawan, Rahmat, and Mulia Pamadi. "Simulation of Tied-Arch Bridge Design on Ibu Kota Nusantara (IKN)." Journal of Infrastructure and Civil Engineering 5, no. 1 (2025): 1–15. https://doi.org/10.35583/jice.v5i1.97.

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The relocation of Indonesia's capital to Ibu Kota Nusantara (IKN) in East Kalimantan necessitates the development of robust infrastructure, particularly bridges. This research focuses on the design simulation of a tied-arch bridge for IKN, addressing challenges such as limited skilled human resources, budget constraints, and environmental considerations. The primary objective is to create a simulation model that integrates structural durability, ecological sustainability, and aesthetics. The bridge's design was meticulously modeled and analyzed using SAP2000 software under various load conditi

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34

Covi, Patrick, and Nicola Tondini. "Numerical investigation of a steel tied arch bridge under fire loading." ce/papers 6, no. 3-4 (2023): 2086–91. http://dx.doi.org/10.1002/cepa.2517.

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AbstractBridges are strategic infrastructures designed to withstand operating and accidental load conditions. However, among accidental actions, the current structural standards of bridges do not explicitly consider fire actions. However, the fire risk is not negligible, as highlighted by the scientific literature. In fact, despite the probability of occurrence of a fire impacting a bridge is certainly lower than for building, the consequences can be high. Indeed, high vulnerability to the fire of bridges can have a significant impact on the functionality of the infrastructural network. Too hi

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35

McNeely, D. K., J. S. Sneep, and K. N. Smith. "Approximate analysis and optimization of stiffened tied arch bridges." Canadian Journal of Civil Engineering 12, no. 2 (1985): 307–15. http://dx.doi.org/10.1139/l85-033.

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The stiffened tied arch bridge has a tie consisting of a stiff flexural member, which tends to distribute live loads uniformly over the arch. Various approximate methods for analyzing this system are presented, including Maillart's method, a simplification of that procedure, the single-redundancy method, and an elastic foundation approach. Comparisons are made with a computer analysis to determine the accuracy of each procedure. Increased familiarity with this structure should lead to more frequent consideration of this type of bridge by designers.An optimization study was carried out for span

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36

Lonetti, Paolo, Arturo Pascuzzo, and Alessandro Davanzo. "Dynamic Behavior of Tied-Arch Bridges under the Action of Moving Loads." Mathematical Problems in Engineering 2016 (2016): 1–17. http://dx.doi.org/10.1155/2016/2749720.

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The dynamic behavior of tied-arch bridges under the action of moving load is investigated. The main aim of the paper is to quantify, numerically, dynamic amplification factors of typical kinematic and stress design variables by means of a parametric study developed in terms of the structural characteristics of the bridge and moving loads. The basic formulation is developed by using a finite element approach, in which refined schematization is adopted to analyze the interaction between the bridge structure and moving loads. Moreover, in order to evaluate, numerically, the influence of coupling

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37

Ma, Teng, Jingkai Zhao, and Dafang Mei. "Research on the Arrangement Form of Net Suspenders with Constant Inclination Angle for Steel Box Tied Arch Bridge." E3S Web of Conferences 165 (2020): 04039. http://dx.doi.org/10.1051/e3sconf/202016504039.

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In order to explore the rational suspender layout of reticulated suspender steel box tied arch bridge, eight different suspender layout schemes were established by using finite element software Midas civil, taking a real bridge as the background and the constant inclination angle of suspender as the research variable. The structural stress characteristics of vertical suspender and reticulated suspender layout were analyzed and compared. The results show that the bending moment of arch rib and tied beam of reticulated suspender system is smaller, and the stress of arch beam is closer to the ide

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Chen, Tongqing, Lei Wang, Xijuan Jiang, Yubin Wang, and Kai Yan. "Finite Element Model Modification of Arch Bridge Based on Radial Basis Function Neural Network." E3S Web of Conferences 136 (2019): 04033. http://dx.doi.org/10.1051/e3sconf/201913604033.

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Compared with other neural networks, Radial Basis Function (RBF) neural network has the advantages of simple structure and fast convergence. As long as there are enough hidden layer nodes in the hidden layer, it can approximate any non-linear function. In this paper, the finite element model of a through tied arch bridge is modified based on Neural Network. The approximation function of RBF neural network is utilized to fit the implicit function relationship between the response of the bridge and its design parameters. Then the finite element model of the bridge structure is modified. The resu

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39

Qiu, Minghong, Houjun Kang, Tieding Guo, and Haiping Zhu. "In-Plane Elastic Buckling Behavior of Circular Tied Cable-Arches." International Journal of Structural Stability and Dynamics 17, no. 08 (2017): 1750088. http://dx.doi.org/10.1142/s0219455417500882.

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Cable-arch structures, having features of the flexibility of cable and rigidity of arch, have often been used in structural and bridge engineering. It is important to fully understand the behavior of such a structure under various conditions. For this purpose, in this paper, linear and nonlinear elastic buckling analysis of four cable-arch related structures, including tied cable-arch structure, pure arch, tied arch and cable-arch, were conducted using the finite element methods under different boundary and load conditions with the stability of these structures compared. Furthermore, the param

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40

Pan, Jian, Xirui Wang, Kainan Huang, and Wensheng Wang. "Symmetrically Construction Monitoring Analysis and Completed State Evaluation of a Tied Steel Box Arch Bridge Based on Finite Element Method." Symmetry 15, no. 4 (2023): 932. http://dx.doi.org/10.3390/sym15040932.

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Because of their beautiful appearance, strong crossing ability, and reasonable stress performance, the application of tied steel box arch bridges is becoming more and more extensive. Bridge construction monitoring can control and adjust the deviation state to ensure the stress and linear state of the bridge after completion. This study carried out a symmetrical construction monitoring analysis and completed state evaluation of the newly built Dafeng River Bridge in Guangxi Province based on the finite element method. MIDAS Civil finite element software is used for simulation analysis to calcul

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41

Kim, Woo Jong, Kyung Sik Cho, Chi Dong Lee, Chang Su Kim, Ki Up An, and Jee Hoon Choi. "Gyopo Bridge: A Double-Tied Arch Bridge in Poseung–Pyeongtaek Railroad." Structural Engineering International 22, no. 1 (2012): 26–28. http://dx.doi.org/10.2749/101686612x13216060212915.

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Shao, Guotao, Binglai Zhan, Zhenyin Zhao, Yue Xu, and Hui Jin. "Research on the Tie Cable Replacement Method of Half-through Tied-Arch Bridge." Applied Sciences 12, no. 16 (2022): 8286. http://dx.doi.org/10.3390/app12168286.

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The tie cable of the half-through tied-arch bridge generally uses external prestressed cables, which need to be replaced regularly similarly to cables and suspenders, but there is very little research in this area at present. Aiming at a method to replace the tie cable for this kind of bridge, this study takes the third Lingjiang bridge, which had damage to the tie cable, as an example. Based on whether there is a temporary cable force-replacement structure, eight replacement schemes are designed. Firstly, the replacement process of each scheme is simulated by the finite-element model, and the

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Zhang, Zhanyi, and Peiheng Long. "Calculation and Analysis of Through Concrete Filled Steel Tubular Tied Arch Bridge." Journal of Physics: Conference Series 2148, no. 1 (2022): 012064. http://dx.doi.org/10.1088/1742-6596/2148/1/012064.

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Abstract In order to understand the stress of small through tied arch bridge. In this paper, the finite element simulation analysis of Lu Shanqu bridge is carried out in the completion stage by using MADIS / civil software, and the tie bars, arch ribs and suspenders of the superstructure are monitored. The results show that the axial force of the arch rib of this bridge is reduced by the balance of the tie rod, and the bending moment of the tie rod is greatly reduced by the action of the suspender. The stress characteristics of the bridge type are internal statically indeterminate and external

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Yi, Li Yun. "Aeroelasticity Simulation of the Large-Span Basket Handle Tied-Arch Bridge." Applied Mechanics and Materials 55-57 (May 2011): 1040–46. http://dx.doi.org/10.4028/www.scientific.net/amm.55-57.1040.

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This paper elaborates on the similarity theory applied in the design of the full bridge wind tunnel aeroelastic model for the large-span tied-arch bridge and, taking a Yangtze River Bridge as an example, introduces in details the design method and parameter testing for a full bridge aeroelastic model.

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Wei, Xian Feng, Jian Qing Bu, and Jian Guo Chen. "Experimental Study on the Dynamic Performance of Long-Span Steel Arch Bridge in Passenger Dedicated Line." Advanced Materials Research 490-495 (March 2012): 2347–51. http://dx.doi.org/10.4028/www.scientific.net/amr.490-495.2347.

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By the experiment on dynamic performance of long-span steel arch bridge, the natural frequency and dynamic responses of the 140m steel box-section tied arch bridge over the Ting Si River Bridge in the Wuhan-Guangzhou Passenger Dedicated Line are tested. the tested results of the bridge dynamic responses show that the bridge structure can meet the security requirements when CRH2 EMU runs on it in the speed of 250 to 350km/h.the lateral and vertical stiffness are larger, the vertical and lateral natural frequencies and the other dynamic performances of the bridge can meet the requirements of the

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Xia, Yingzhi, Jiawei Liu, Hui Li, and Guoping Hu. "Seismic Damage Analysis of Large-Span Tied-Arch Bridge with Concrete-Filled Steel Tubes Subjected to Near-Fault Ground Motion." Geofluids 2022 (October 11, 2022): 1–13. http://dx.doi.org/10.1155/2022/2405177.

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In this study, the damage mechanism due to near-fault ground motions on large-span arch bridges with concrete-filled steel tubes was investigated based on a case study. A tied-arch bridge with concrete-filled steel tubes with a span of 460 m has been examined using the numerical simulation method. The performance of the bridge was analyzed in terms of displacement, overall response, internal force changes, and damage probability considering the various near-fault and non-near-fault ground motions when imposing load onto the bridge. Then, the relationship between the bridge damage and the desig

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Wu, Hui Jun, and Wen Liang Qiu. "Dynamic Performance and Seismic Analysis of Tied Arch Bridge." Advanced Materials Research 446-449 (January 2012): 1119–22. http://dx.doi.org/10.4028/scientific5/amr.446-449.1119.

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Zhang, Shibo, and Qiao Li. "Design of Nielsen System A-shaped Tied Arch Bridge." IABSE Symposium Report 88, no. 6 (2004): 455–60. http://dx.doi.org/10.2749/222137804796291485.

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Roeder, Charles W., Gregory MacRae, Paul Crocker, Kayoko Arima, and Scott Wong. "Dynamic Response and Fatigue of Steel Tied-Arch Bridge." Journal of Bridge Engineering 5, no. 1 (2000): 14–21. http://dx.doi.org/10.1061/(asce)1084-0702(2000)5:1(14).

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Li, Ding Shi, Qing Tian Su, and Yuan Wei Liu. "Mechanical Behavior of Steel Arch Bridge with Outward Inclined Ribs." Applied Mechanics and Materials 275-277 (January 2013): 1127–31. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1127.

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Steel tied arch bridge with outward rib was adopted in Aixihu bridge in Nanchang city, in which steel girder width was 73 m. Outstanding features, such as large ratio of width to length, outward inclined ribs, four groups arrangement of spatial suspender existed in this bridge. Beam-column finite element model (FEM) and shell-beam FEM for the arch bridge are established respectively. The mechanical behaviors of the arch ribs and the girder analyzed by two different models are compared. The calculation results show that both beam-column FEM and shell-beam FEM can be used in the analyzing the me

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