Relevant bibliographies by topics / Tied-arch bridge

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Tied-arch bridge'

Author: Grafiati
Published: 4 June 2021
Last updated: 27 July 2025

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Journal articles on the topic "Tied-arch bridge"

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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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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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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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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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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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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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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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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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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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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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Dissertations / Theses on the topic "Tied-arch bridge"

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Varennes, Maxime. "Design of a single-track railway network arch bridge : According to the Eurocodes." Thesis, KTH, Bro- och stålbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-40484.

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A constant research of more ecological and efficient structures has enabled bridges to be more innovative through the years. Nowadays, as the need is greater than ever, a new kind of bridge is expanding in the entire world: the network arch bridges. The concept was developed by professor and engineer Per Tveit in 1955 and has been improved since then. But it is only for 10 years that many bridges of this sort have been built. The aim of the thesis is to investigate the structural behavior of these bridges and their efficiency comparing to traditional bridges. It is also proving the efficiency
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Stuffle, Timothy Jeffrey. "The Indian River Inlet bridge changing from a single rib tied arch to a cable-stayed design /." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file 4.03 Mb., 278 p, 2006. http://proquest.umi.com/pqdlink?did=1172110651&Fmt=7&clientId=79356&RQT=309&VName=PQD.

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Mahan, Amir. "Dynamic Response of a Tied Arch Bridge to a Choice of Loading & Operation Conditions : A case study of the Urmia Lake Bridge." Thesis, KTH, Bro- och stålbyggnad, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36791.

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Šarmanová, Iveta. "Železniční most s ocelovou nosnou konstrukcí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265627.

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The subject of master’s thesis is a structural analysis of a bearing structure of an existing historical single-track railway bridge over the Vltava river in a direction from Prague Modřany to Vrané nad Vltavou. The riveted steel bridge carries rail traffic across five fields. A part of the master’s thesis is focused on a disposal of a variant of the longest field by using a modern arch construction.
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Hric, Fedor. "Lávka pro pěší a cyklisty ve městě Zvolen." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265624.

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Diploma´s thesis is about timber structure of footbridge for pedestrians and cyclists over the Slatina river in the city of Zvolen as cast of alternatives. In the first alternative is footbridge designed as a simple arched beam, made of glued laminated timber. Footbridge is also designed with semi through bridge deck, made of structural timber. The second alternative is designed as a tied arch structure. At this alternative is the bridge deck left unchanged(material, sizes of members). Both alternatives are attested by currents standarts.
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Tsai, Yii-Huei, and 蔡伊卉. "Analysis of Tilt Tied Arch Bridge." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/28652759816317842717.

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碩士<br>逢甲大學<br>土木工程所<br>94<br>The purpose of this study is to investigate the structural behaviors of tilted, tied-arch bridge. This study expatiates the features of the NO.2 bridge at Ta-Kong, in Taichung city, along with a pedestrian bridge in Campo Volantin, spain. In this study, the span height ratio of the NO.2 bridge was kept close to the one that the Campo Volantin’s bridge has. However, the unsupported length of arch itself varied. The prestressed forces connecting both, sides of the deck and the arch were adjusted such that their, resultant force would fall within the plane of the arch
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CHEN，KUNLONG and 陳坤龍. "Initial Design Step of Tied Arch Bridge." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/2rss56.

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碩士<br>逢甲大學<br>土木工程學系<br>106<br>In the modern era of thriving technology, Along with the rapid calculation of computers, the improvement of the human quality concept of living; coupled with the needs of transportation, the need for aesthetic design, the use of new materials, and the consideration of the limitations and requirements of the project site. Traditional bridges have to be modernized with the advantages of long spans, landscaping, and economics. In the current 「Standard Specification for Highway Bridges」(AASHTO) (1996) D. , for special bridges such as suspension bridges, cable-sta
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Books on the topic "Tied-arch bridge"

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W, Roeder C., ed. Fatigue cracking of riveted steel tied arch and truss bridges. Washington State Dept. of Transportation, 1998.

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Book chapters on the topic "Tied-arch bridge"

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Järvenpää, Esko, and Anssi Laaksonen. "Form-Finding of Constant Stress Arch in Network Tied-Arch Bridge." In Structural Integrity. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-83508-7_36.

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Xie, Penglin, Junlong Zhou, Xiaomin Liu, Xu Zhao, and Jian Sun. "One-off tensioning construction control technology for tied-arch bridge." In Advances in Urban Engineering and Management Science Volume 1. CRC Press, 2022. http://dx.doi.org/10.1201/9781003305026-43.

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Peng, Zhihui, and Jiaqi Li. "Research on the Removal Sequence of Arch Rib Assembly Supports for Concrete-Filled Steel Tubular Tied Arch Bridges." In Novel Technology and Whole-Process Management in Prefabricated Building. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5108-2_5.

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AbstractThe main bridge of the Bayi Bridge project in Yangxin County is a concrete-filled steel tubular tied arch bridge with a calculated span of 127.04 m. The steel pipe arch ribs adopt a dumbbell-shaped cross-section, are manufactured in seven longitudinal sections, and are constructed using the support method. The tie beams are fully prestressed concrete structures. The design guidance plan is to remove the arch rib assembly bracket after completing the arch rib steel pipe concrete construction. Considering that during the construction process of steel pipe concrete top pressure injection,
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Chen, Q. Y., C. B. Yun, and Y. F. Duan. "Cable Damage Identification of Tied-Arch Bridge Using Convolutional Neural Network." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_7.

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Järvenpää, Esko, Rauno Heikkilä, and Matti-Esko Järvenpää. "Geometric Non-linear Form-Finding Design for Optimal Tied Arch Bridge." In Structural Integrity. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29227-0_22.

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Rifqi, Mohammad Ryan, and Aris Aryanto. "Seismic Retrofitting of Tied Arch Bridge with Friction Pendulum Isolation Bearings." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5315-4_11.

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Van Bogaert, Philippe. "Refurbishment of a Heritage Concrete Tied Arch Bridge Across River Lys." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_225.

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LaViolette, M., U. Attanayake, and B. Wagner. "Selection of post-tensioned tie girders for the 2nd Avenue network tied arch bridge." In Bridge Maintenance, Safety, Management, Digitalization and Sustainability. CRC Press, 2024. http://dx.doi.org/10.1201/9781003483755-214.

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Gan, Jin, Weiguo Wu, and Hongxu Wang. "Seismic Behavior and Structural Type Effect of Steel Box Tied Arch Bridge." In Computational Structural Engineering. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_27.

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Chen, Lingjie, Yufan Huang, Qingxiong Wu, Shozo Nakamura, and Baochun Chen. "Application of Steel Box-Concrete Composite Arch Seat in Multi-Span Continuous Rigid-Frame Tied Arch Bridge." In Structural Integrity. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-83508-7_17.

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Conference papers on the topic "Tied-arch bridge"

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Brossia, C. Sean, Bill Qi, Xiaodon Zhang, et al. "Corrosion Monitoring of Tied-Arch Bridge Hanger Anchor Systems." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-12820.

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Abstract Tied-arch bridges are widely used because of its capability of providing clear load path, long span and high clearance. However, the steel elements of a tied-arch bridge are subject to corrosion, which could lead to accidental bridge failure or even collapse when coupled with other bad factors. Hanger anchors as the key elements along the load paths were usually tightly sealed in the anchorages during construction to protect them from corrosion attacks in their service life. This makes it very difficult to manually inspect the corrosion conditions of hanger anchors. Corrosion inspecti
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Kurchanov, Pavel, Andrey Benin, and Dmitry Shestovitskiy. "Behavior analysis of tied-arch bridges in case of hanger failure." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1025.

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&lt;p&gt;Risk assessments of long-span bridges with cable elements shows that there is real danger of cable fracture. Such localized failures can lead to significant or complete structural collapse, as was the case with the 2019 bridge collapse in Taiwan. Therefore, this study focuses on tied-arch bridges and the main negative factors that can lead to hanger failure are considered. Basic methods of bridge calculation in case of sudden hanger failure are shown. It is hypothesized that existing quasi-static methods may lead to some errors in estimating the bridge strength. In this study, a scale
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Zeller, Amelie, Spasena Dakova, Michael Böhm, et al. "Active Control of Adaptive Railway Bridges: A Case Study." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1868.

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&lt;p&gt;Adaptive structures are equipped with sensors and actuators to counteract deformations caused by external loads. For railway bridges, train-induced loads are the primary source of quasi-stationary deformations and oscillations. Active control of these can enhance the service life of bridges. This study examines the tied-arch railway bridge “EÜ Elbe-Lübeck Kanal” (Germany). A state and disturbance estimator is designed and applied to measurement data. Active static compensation and vibration damping are explored in simulations and assessed in terms of control performance and the result
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Biju-Duval, Paul, Philip Icke, and Paul Lyons. "Dynamic Response of Steel Tied Arch Bridges under High-Speed Train Loading." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1521.

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&lt;p&gt;The expansion of high-speed rail networks worldwide contributes to more sustainable development. However, this growth also raises concerns about the dynamic behaviour of bridges, including potential resonance issues that may impact both design forces and passenger comfort. This paper presents a parametric study of representative steel tied arch bridges with varying spans, highlighting the relative effect of the different parameters (span, train load model, damping) in determining critical train speeds and dynamic amplification factors. While closed-form solutions exist for simple stru
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Aoki, Yukari, Mami Kimijima, Humihiko Gotou, Haruki Tsunoda, and Shunichi Nakamura. "Chain reaction failure analysis for tied arch bridge considering cable corrosion." In IABSE Symposium, Manchester 2024: Construction’s Role for a World in Emergency. International Association for Bridge and Structural Engineering (IABSE), 2024. http://dx.doi.org/10.2749/manchester.2024.1243.

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&lt;p&gt;Cable corrosion has been becoming significant issues for the bridge structures having with cable or hanger materials, such as suspension bridges, cable-stayed bridges, tied arch bridges and so on. Many of these bridges, which were built in 1980s and 90s, are possibly surviving under the cable corrosion. Existing tied arch bridge was collapsed in Taiwan in 2019. It is reported that cable corrosion is the one of the main reasons to trigger the entire bridge collapsed. In this study, the numerical bridge model inspired by the Taiwan arch bridge was designed for analyzing the dynamic anal
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Miyachi, Kazuhiro, and Shunichi Nakamura. "Structural characteristics and ultimate strength of branched tied-arch bridge with hanger ropes." In IABSE Conference, Seoul 2020: Risk Intelligence of Infrastructures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/seoul.2020.273.

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&lt;p&gt;A steel tied-arch bridge collapsed due to hanger rope breakage in 2019. This study was focused on steel tied-arch bridges with hanger ropes and branched arch ribs and examined the structural characteristics and the ultimate strength. The branched tide-arch bridge has sufficient ultimate strength, but the branched structure become a weak point because the branched arch ribs become a plastic hinge and reaches the final state. In addition, it was clarified that the structure of fixing the hanger away from the branched part is the main factor that widens the hanger spacing at the ends and
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Wang, Yunping, and Dejin Tang. "Seismic response analysis of tied arch bridge." In 2016 International Conference on Civil, Structure and Environmental Engineering. Atlantis Press, 2016. http://dx.doi.org/10.2991/i3csee-16.2016.13.

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Dumortier, Alain, and Vincent de Ville de Goyet. "The modernisation of the Albert Canal and its bridges." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0709.

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&lt;p&gt;The 130 km long Albert canal linking Liège with Antwerp in Belgium was built in the years 1930. The growing size of the inland vessels led to the start of a modernisation of the canal. The widening began in the years 1970. Since the years 1980, most of the bridges are being jacked up, or replaced. In the beginning, each new bridge was separately designed, which led to a variety of bridge types and forms. To accelerate the replacement of the bridges, a generic tied-arch bridge has been designed, good for one third of the total number of bridges. This article presents the general overvi
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Dumortier, Alain, and Vincent de Ville de Goyet. "The modernisation of the Albert Canal and its bridges." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0709.

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&lt;p&gt;The 130 km long Albert canal linking Liège with Antwerp in Belgium was built in the years 1930. The growing size of the inland vessels led to the start of a modernisation of the canal. The widening began in the years 1970. Since the years 1980, most of the bridges are being jacked up, or replaced. In the beginning, each new bridge was separately designed, which led to a variety of bridge types and forms. To accelerate the replacement of the bridges, a generic tied-arch bridge has been designed, good for one third of the total number of bridges. This article presents the general overvi
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Wu, Xun, Hui Li, and Zhichao Zhang. "Study on Tied Arch Bridge with Through Girder Design." In 2015 International Conference on Materials, Environmental and Biological Engineering. Atlantis Press, 2015. http://dx.doi.org/10.2991/mebe-15.2015.231.

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