Relevant bibliographies by topics / Inclined bridge piers

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  1. Journal articles
  2. Dissertations / Theses
  3. Conference papers

Academic literature on the topic 'Inclined bridge piers'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

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Journal articles on the topic "Inclined bridge piers"

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Abbas, Fakhar Muhammad, Usman Ali Naeem, Usman Ghani, Amina Khan, and Talat Farid Ahmad. "Experimental Study of Inclined Bridge Pier Scouring." Mehran University Research Journal of Engineering and Technology 39, no. 4 (2020): 859–70. http://dx.doi.org/10.22581/muet1982.2004.18.

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The bridges are one of important structures in any country. The failure of bridges occurs due to many factors including design flaws and manufacturing construction errors. Among all imperfections scouring around the pier is the most detrimental. So, the estimation of local scouring around a bridge pier is of fundamental importance for the safe design of bridges. Although numerous researches have been done on local scouring around a single bridge pier. The present study investigates the effect of angle of inclination of dual bridge pier configuration on local scouring around bridge piers. Princ
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Bozkus, Zafer, and Murat Çeşme. "Reduction of scouring depth by using inclined piers." Canadian Journal of Civil Engineering 37, no. 12 (2010): 1621–30. http://dx.doi.org/10.1139/l10-099.

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The aim of this experimental study is to examine the effect of inclination of dual bridge piers on scour depth under clear-water conditions for various uniform flow depths. Duration of 4 h was used in the experiments for each run. Scour depths were measured at four different points around the piers. The depths of local scour around inclined piers were found to be substantially smaller than the scour depths around vertical piers. Dimensional and nondimensional curves were developed and presented to show the variation of scour depth with relevant parameters obtained in the dimensional analysis.
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Li, Hong Jiang. "The Second Maintenance and Strengthening of Yonghe Bridge." Applied Mechanics and Materials 90-93 (September 2011): 1074–81. http://dx.doi.org/10.4028/www.scientific.net/amm.90-93.1074.

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Tension rocker bearing (TRB) cables installed at auxiliary piers were critical members to sustain the structural system in a prestressed concrete cable-stayed bridge. Once these cables fractured or broken, its structural system would be transferred. Based on diseases caused by fracture of TRB cables in Yonghe Bridge, corresponding maintenance or strengthening measures were described in detail. These measures included replacement of TRB cables, strengthening of the closure segment of main girder at each side span, and adjustment of stay cable forces. Monitoring results showed that, its structur
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Carbonari, Sandro, Michele Morici, Francesca Dezi, Fabrizio Gara, and Graziano Leoni. "Soil-structure interaction effects in single bridge piers founded on inclined pile groups." Soil Dynamics and Earthquake Engineering 92 (January 2017): 52–67. http://dx.doi.org/10.1016/j.soildyn.2016.10.005.

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Karimi, Negin, Mohammad Heidarnejad, and Alireaza Masjedi. "Scour depth at inclined bridge piers along a straight path: A laboratory study." Engineering Science and Technology, an International Journal 20, no. 4 (2017): 1302–7. http://dx.doi.org/10.1016/j.jestch.2017.07.004.

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Carbonari, S., M. Morici, F. Dezi, and G. Leoni. "Nonlinear response of bridge piers on inclined pile groups: the role of rocking foundation input motion." Procedia Engineering 199 (2017): 2330–35. http://dx.doi.org/10.1016/j.proeng.2017.09.211.

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Yan, Shu Ming, Ning Jia, Xin Wang, et al. "Research on High Crashworthiness Level Bridge Barrier with Limited Working Width." Applied Mechanics and Materials 405-408 (September 2013): 1521–26. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1521.

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The distance between barriers of lower deck and bridge piers of upper deck is small in Luotang River Double-Deck Viaduct. And so impact accidents with barriers of lower deck will result in vehicle frontal impact with bridge piers of upper deck, which will cause serious consequences for the main structure of bridge. So it is necessary to design a special barrier for bridge pier protecting. A kind of composite barrier is put forward considering safety performance, landscape, economic and other factors. This barrier adopted impact resistant steel as upper part and reinforced concrete wall as lowe
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Jaramillo-Mejía, Paul, and Jorge Reyes-Salazar. "Evaluación del efecto del paramento inclinado de pilares en la socavación local." Tecnología y ciencias del agua 10, no. 5 (2019): 106–25. http://dx.doi.org/10.24850/j-tyca-2019-05-04.

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Jiang, Tian Yong, Zhong Chu Tian, and Jing Hua Xu. "Key Technologies of Whole Incremental Launching Construction Control for Inclined Continuous Box Girder with Steep Longitudinal Gradient." Applied Mechanics and Materials 204-208 (October 2012): 2034–39. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.2034.

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Under the background of Liuyang River Bridge, systematical studies of the key technologies of incremental launching control for inclined continuous box-beam bridge are of important theoretical significance and practical engineering value, with the features of incremental launching construction control difficulties caused by vertical curve, skew, steep longitudinal gradient, and with cantilever flange and heavy box girder. The results show that the limitation of dead weight of box girder can be overcome by precast supporting system composed of box-girder precast bearing system and box-girder in
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Jiang, Rui Juan. "The Finite Element Models for the Built Ting Kau Bridge." Applied Mechanics and Materials 52-54 (March 2011): 794–99. http://dx.doi.org/10.4028/www.scientific.net/amm.52-54.794.

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The Ting Kau Bridge in Hong Kong is a cable-stayed bridge comprising two main spans and two side spans. The bridge deck is supported by three towers, an end pier and an abutment. Each of the three towers consists of a single reinforced concrete mast which reduces its section in steps, and it is strengthened by transverse cables and struts in the transverse vertical plane. The bridge deck is supported by four inclined planes of cables emanating from anchorages at the tower tops. In view of the heavy traffic on the bridge, and threats from typhoons and earthquakes originated in areas nearby, the
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Dissertations / Theses on the topic "Inclined bridge piers"

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Cesme, Murat. "Experimental Investigation Of Local Scour Around Inclined Dual Bridge Piers." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/2/12606597/index.pdf.

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For a bridge engineer, it is very important to estimate the maximum scour depth around the piers as accurately as possible, in order to design the footing safely. Many experimental studies have been performed by several investigators until now, in order to obtain information about scouring mechanism. The aim of this experimental study is to examine the effect of inclination of the dual bridge piers on scour depth. The experiments have been conducted with dual pier models under clear-water conditions, for various uniform flow depths. Scour depths had been measured at four different points arou
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Ozalp, Murat Can. "Experimental Investigation Of Local Scour Around Bridge Pier Groups." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615594/index.pdf.

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It is an important task that design engineers in practice predict the local scour around bridge piers as accurately as possible because excessive local scour around bridge piers unbalance and demolish the bridges. Many equations have been proposed previously by various researchers, based on their experimental findings, but no general method has been developed so far due to the complexity of the topic. In the present study two new bridge pier groups were employed to investigate the inclination effect of the most upstream and downstream piers on the local scours around all piers. Total of 72 exp
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Conference papers on the topic "Inclined bridge piers"

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Braun, Kenton W., and Dempsey S. Thieman. "Ice Forces on Inclined Bridge Piers." In Structures Congress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)300.

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Bozkus, Zafer, and Osman Yildiz. "Experimental Investigation of Scouring around Inclined Bridge Piers." In Wetlands Engineering and River Restoration Conference 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40581(2001)122.

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Pistoletti, Pierangelo, Marcello Vaccarezza, Simone Varni, Paolo Roggero, and Marco Sciarra. "Cable stayed bridge over the Crati river in Cosenza." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0111.

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<p>The “Bridge over the Crati River” is a cable stayed bridge in a single span of 114.725m, designed by the architect Santiago Calatrava for the city of Cosenza. The main elements are the main tower, the deck, the cables, the reinforced concrete pier and the abutments; one of those is the restraint of the main rear cables. The steel tower has a variable cross section that tapers towards the top where the cables anchoring devices are located. It is inclined of 51° from the vertical and it is anchored by means of 2 anchor stays. The bridge is composed of two parts: a reinforced concrete st
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Liu, Xiaoguang, Hui Guo, Xinxin Zhao, Pengfei Su, and Mangmang Gao. "Performance-Based Design Research on a Long-Span High-Speed Railway Suspension Bridge." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1726.

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<p>A performance-based design (PBD) framework for high-speed railway suspension bridge is proposed from aspects of structural, operational and public requirements. Stiffness indexes are discussed. Results show that target performance shall include stiffness, strength, fatigue, stability, track geometry, train operation performance, human safety and public loss, etc. Case study results of a high-speed railway suspension bridge show that large cable force provide gravity stiffness with the vertical deflection to main span length is 1/488 under static live load. The longitudinal displacemen
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