Log in

Relevant bibliographies by topics / Open-spandrel concrete arch bridge

Contents

Journal articles
Dissertations / Theses
Book chapters
Conference papers

Academic literature on the topic 'Open-spandrel concrete arch bridge'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Open-spandrel concrete arch bridge.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Open-spandrel concrete arch bridge"

1

Tan, Geem Eng, Tai Boon Ong, and Ong Chong Yong. "Trends and Development of Precast Concrete Closed Spandrel Arch Bridge Systems." Applied Mechanics and Materials 802 (October 2015): 295–300. http://dx.doi.org/10.4028/www.scientific.net/amm.802.295.

Full text

Abstract:

Arch bridges which have existed since thousands years ago showed surprising durability. Due to the aesthetic value of arch bridges, it is widely used as crossing over valleys and rivers nowadays. Closed spandrel arch bridge is one type of arch bridges that has been developed using precast concrete technology since 1965. Currently, the available Precast Concrete Arch Bridge Systems are BEBO arch, Matiere arch, CON/SPAN arch, TechSpan arch, NUCON arch, Concrete-Filled FRP Tube arch, Flexi-Arch, Rivo CS-P Series arch and Pearl Chain arch. In this paper, development of the Precast Concrete Closed

APA, Harvard, Vancouver, ISO, and other styles

2

Pouraminian, Majid, and Somayyeh Pourbakhshian. "Multi-criteria shape optimization of open-spandrel concrete arch bridges: Pareto front development and decision-making." World Journal of Engineering 16, no. 5 (2019): 670–80. http://dx.doi.org/10.1108/wje-04-2019-0104.

Full text

Abstract:

Purpose This paper aims to study the shape of the concrete arched bridge by particle swarm optimization algorithm. Design/methodology/approach Finite element model of open-spandrel concrete arch bridges was constructed using a number of parameters. Design variables of optimization problem include height of skewback abutment, height of arch crown, position of crown with respect to global axes and left and right radius of up and down arches. After parametric modeling of bridge geometry and application of multi-objective particle swarm optimization, the shape optimization of bridge arch was deter

APA, Harvard, Vancouver, ISO, and other styles

3

Tan, Geem Eng, Tai Boon Ong, and Ong Chong Yong. "Precast Concrete Closed Spandrel Arch Bridge System as Viable Alternative to Conventional Beam Bridge System." Applied Mechanics and Materials 802 (October 2015): 261–66. http://dx.doi.org/10.4028/www.scientific.net/amm.802.261.

Full text

Abstract:

A precast concrete closed spandrel arch bridge system developed for river crossing in Malaysia is presented. The 7.1m clear rise and 20.1m clear span overfilled arch bridge was proposed. Conventional beam bridge construction system has been ruled out due to the handling difficulty and cost factors. A structurally efficient precast arch section with corrugated shape was conceptualized, designed and developed. The economical viable solution adapted was a precast closed spandrel arch bridge system consisting of two connecting half-leaf panels with insitu crown beam. This system has been proven ef

APA, Harvard, Vancouver, ISO, and other styles

4

Armendariz, Rafael R., and Mark D. Bowman. "Improved Load Rating of an Open-Spandrel Reinforced-Concrete Arch Bridge." Journal of Performance of Constructed Facilities 32, no. 4 (2018): 04018035. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0001177.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Tan, Geem Eng, Tai Boon Ong, Chong Yong Ong, and Kok Keong Choong. "Development and Standardisation of New Precast Concrete Open Spandrel Arch Bridge System." IABSE Symposium Report 102, no. 31 (2014): 799–806. http://dx.doi.org/10.2749/222137814814066960.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Zhang, Yun, and Bei Li. "The Filler Application of Light Weight Aggregate Concrete in Double-Curved Arch Bridge Reinforcement." Applied Mechanics and Materials 166-169 (May 2012): 1626–29. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1626.

Full text

Abstract:

The basic principle of arch bridge design is high level concord of 5 points between arch axial line and the pressure line. Taking lightweight aggregate concrete as arch crown filler, the casting area is divided into arch spandrel area and arch crown area. Through adjusting filler weight density, the arch axial line and pressure line can be adjusted to decrease the difference between them. The force condition of main arch bridge gets improved. The method can reinforce double-curved arch bridge together with increasing section method. It is seen that the property of arch ring masonry material go

APA, Harvard, Vancouver, ISO, and other styles

7

Xu, Liang, and Ya Ping Wu. "Nonlinear Stability Analysis of Qijiadu Long-Span Deck-Type CFST Arch Bridge." Advanced Materials Research 163-167 (December 2010): 1685–91. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1685.

Full text

Abstract:

With the application of the composition material-concrete-filled-steel-tube (CFST) in civil engineering, the crossing ability of arch bridge gets advanced development. Therefore, it is of interesting to study the stability of such long-span arch bridges, especially which have small width, for the bridge’s safety under long term operation. The present study focuses on studies the transverse stability of long-span arch bridges with small width. To this purpose, a deck type CFST arch-bridge in Gansu Province is adopted as an example. The arch bridge has a span of 180 m, and its width-span ratio i

APA, Harvard, Vancouver, ISO, and other styles

8

Hill, James J. "Structural Modeling for Reconstruction of Arch Bridge." Transportation Research Record: Journal of the Transportation Research Board 1544, no. 1 (1996): 39–45. http://dx.doi.org/10.1177/0361198196154400105.

Full text

Abstract:

When a 70-year-old multiarch concrete bridge was to be reconstructed by removing the deck and vertical spandrel columns down to the arch, analysis was necessary for unloading and reloading. The arch bridge, located on TH-55 over the Minnesota River, was of world-record length for such a structure when it was originally constructed in 1926 through 1928. The amount of steel reinforcement in each of the two support arches was only 32 No. 9 bars of 28.6-mm (1.125-in.) diameter. The deck, which was 18.3 m (60 ft) wide and supported at 9.1 m (30 ft) by columns, was designed as a patented panel syste

APA, Harvard, Vancouver, ISO, and other styles

9

Feng, Xiong Hui, Zi Qiang Zhu, Zhi Yong Li, and Xin Wu. "The Hydration Heat Analysis for Sealing Concrete of Swivel Construction Open Thin Wall Arch." Applied Mechanics and Materials 253-255 (December 2012): 440–44. http://dx.doi.org/10.4028/www.scientific.net/amm.253-255.440.

Full text

Abstract:

The sealing concrete of arch bridge will be constructed after swivel construction of it finished. The concrete has such characteristics like huge size, smaller heat radiating area and more complex boundary constraint. According to the cracking situation of this type bridges in recent years, the paper established hydration heat simulation model of it using MIDAS2010 program and numerical analyzed for the model. The hydration heat constant coefficients and placing temperature of the concrete hydration heat effect have been analyzed by simulation parameters base on that. And the results showed th

APA, Harvard, Vancouver, ISO, and other styles

10

Bessason, B., and E. Haflidason. "Recorded and Numerical Strong Motion Response of a Base-Isolated Bridge." Earthquake Spectra 20, no. 2 (2004): 309–32. http://dx.doi.org/10.1193/1.1705656.

Full text

Abstract:

Since 1983, 12 Icelandic bridges have been base isolated for seismic protection. Lead-rubber bearings have been used in all the cases. The Thjorsa River Bridge, built in 1950 and retrofitted with base isolation in 1991, is instrumented by strong-motion accelerometers. The bridge has one 83-m-long main span and two 12-m-long approach spans. Only the main span, a steel arch truss with concrete deck, is base isolated. In June 2000, two major earthquakes of magnitude 6.6 and 6.5 occurred in South Iceland; the epicenter was close to the Thjorsa River Bridge. In the first earthquake, a peak ground a

APA, Harvard, Vancouver, ISO, and other styles

Dissertations / Theses on the topic "Open-spandrel concrete arch bridge"

1

Thornton, Nathan Paul. "Live Load Testing of Appalachia, Va Concrete Arch Bridges for Load Rating Recommendation." Thesis, Virginia Tech, 2012. http://hdl.handle.net/10919/35195.

Full text

Abstract:

As Americaâ s infrastructure ages, many of the nationâ s bridges approach the end of their service life. In order to develop a method for handling the rising number of deficient and functionally obsolete bridges, nondestructive tests and evaluations must be undertaken. Valuable information from these tests regarding the strength and condition of bridges will help in making decisions about their rehabilitation and replacement. <p> Two adjoining open spandrel reinforced concrete arch bridges in downtown Appalachia, Virginia were selected for live load testing by Virginia Department of Transpo

APA, Harvard, Vancouver, ISO, and other styles

2

Andersson, Andreas. "Capacity assessment of arch bridges with backfill : Case of the old Årsta railway bridge." Doctoral thesis, KTH, Bro- och stålbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-32827.

Full text

Abstract:

The work presented in this thesis comprises the assessment of existing arch bridges with overlying backfill. The main objective is to estimate the load carrying capacity in ultimate limit state analysis. A case study of the old Årsta railway bridge is presented, serving as both the initiation and a direct application of the present research. The demand from the bridge owner is to extend the service life of the bridge by 50 years and increase the allowable axle load from 22.5 to 25 metric tonnes. The performed analyses show a great scatter in estimated load carrying capacity, depending on a lar

APA, Harvard, Vancouver, ISO, and other styles

3

Tao, H. "The behaviour of open spandrel brickwork masonry arch bridges." Thesis, University of Salford, 2003. http://usir.salford.ac.uk/2053/.

Full text

Abstract:

The behaviour of open spandrel brickwork masonry arch bridges (OSBMAB) was studied through model tests and finite element simulations. One three-metre and two five-metre span, full scale OSBMAB were constructed and tested to destruction. Two `partial' models including a combination of spandrel arches and piers, and a five-metre span single arch were also tested with intention of studying the functions of the components of the OSBMAB. To simulate the behaviour of the brickwork masonry arches, three finite element modelling techniques were developed: - (a) smeared modelling method (SMM), in whic

APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Open-spandrel concrete arch bridge"

1

Zanini, Mariano Angelo, Lorenzo Hofer, Flora Faleschini, and Carlo Pellegrino. "Seismic Reliability Analysis: Application to an Existing Single-Span Open-Spandrel RC Arch Bridge." In Structural Integrity. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29227-0_30.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Ceravolo, Rosario, Giorgia Coletta, Erica Lenticchia, Lili Li, Antonino Quattrone, and Simone Rollo. "In-Operation Experimental Modal Analysis of a Three Span Open-Spandrel RC Arch Bridge." In Structural Integrity. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29227-0_52.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Open-spandrel concrete arch bridge"

1

Ong, Chong Yong, Kok Keong Choong, Tai Boon Ong, Kenny Chia, and Wong Fook Kan. "Design and Construction of Triple-Span Precast Concrete Open Spandrel Arch Bridge." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0925.

Full text

Abstract:

<p>Design and construction of a triple-span precast concrete open spandrel arch bridge over a river for an integrated commercial and residential development project is presented. Due to the bridge skew angle and necessity for the newly constructed bridge to serve as one of the landmark along the river for this project, a triple-span precast arch bridge with open-spandrel concept was designed with special consideration to aspect of speedy construction. Precast construction technique was adopted with three main precast concrete components, namely open-spandrel supporting arch frame, tie be

APA, Harvard, Vancouver, ISO, and other styles

2

Davidge, W. M. (Bill), and James M. Fariss, Jr. "Main Street Bridge Project, Danville, VA Open Spandrel Concrete Arch Bridges: New and Old." In Structures Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.053.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Johnson, Arne P., Gary J. Klein, and John S. Lawler. "Extending the Life of Historic Concrete Bridges." 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.2019.1080.

Full text

Abstract:

<p>Open-spandrel, concrete arch bridges were a common bridge design in the United States during the early 1900s. Many of these bridges are now urban landmarks and listed historic structures that local jurisdictions wish to rehabilitate, including widening the deck to more safely accommodate pedestrians and bicyclists. However, decades of exposure in harsh climates have led to advanced deterioration and reduced load ratings for most extant examples. Further complicating rehabilitation, the height, and arch-reliant behavior of these bridges make construction access, staging, and maintenanc

APA, Harvard, Vancouver, ISO, and other styles

4

Ong, Chong Yong, Kok Keong Choong, Geem Eng Tan, and Tai Boon Ong. "Full Scale Load Test of A 20m Span Precast Concrete Closed Spandrel Arch Bridge System With Corrugated Section." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0933.

Full text

Abstract:

<p>A new form of precast concrete closed spandrel arch bridge with corrugated section was introduced and developed in Malaysia in the year of 2008. Due to its high stiffness to self-weight ratio, this precast arch system is beneficial to the sustainable bridge construction. In order to study the actual performance of this precast arch system, a full scale load test on a 20m span arch bridge using two 88 tonnes trucks is presented in this paper. Total of five types of truck arrangement were carried out. Vertical deflection at mid span and foundation settlement were measured. It is found t

APA, Harvard, Vancouver, ISO, and other styles

5

Ong, Chong Yong, Kok Keong Choong, Geem Eng Tan, and Chin Mun Thong. "Investigation of Causes of Cracks in a Precast Concrete Closed Spandrel Arch Bridge with Corrugated Section." In IABSE Symposium, Vancouver 2017: Engineering the Future. International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/vancouver.2017.0920.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Oshiro, Takeshi, Makoto Nakamura, Michiaki Sakate, and Tadahiro Yoshida. "Planning and Design of a Two-story Arch Bridge with Solid-spandrel Upper Arches Built with CFRP Reinforced Concrete." In IABSE Symposium, Nantes 2018: Tomorrow’s Megastructures. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/nantes.2018.s2-9.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Ong, Chong Yong, Kok Keong Choong, and Mirzakhid Miralimov. "Effect of section properties on load carrying capacity of 10m span precast concrete closed spandrel arch bridge with corrugated section." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE’17): Sustainable Technology And Practice For Infrastructure and Community Resilience. Author(s), 2017. http://dx.doi.org/10.1063/1.5005651.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Li, Sheng. "Stability Analysis of Open Thin-Wall Box Arch Bridge in Process of Second Phase Concrete Casting." In 2009 International Conference on Information Engineering and Computer Science. ICIECS 2009. IEEE, 2009. http://dx.doi.org/10.1109/iciecs.2009.5365987.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Salib, Sameh, Jonathan Werner, and Karen Liu. "Structural Evaluation and Load Rating of Lorne Bridge: A Historic Open-Spandrel Arch Bridge-Case Study." In IABSE Symposium, Vancouver 2017: Engineering the Future. International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/vancouver.2017.0715.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!