Relevant bibliographies by topics / Movable bridge

Contents

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

Academic literature on the topic 'Movable bridge'

Author: Grafiati
Published: 4 June 2021
Last updated: 7 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 'Movable 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 "Movable bridge"

1

Komol, Md Mostafizur Rahman, Md Samiul Islam Sagar, Naeem Mohammad, Jack Pinnow, Mohammed Elhenawy, Mahmoud Masoud, Sebastien Glaser, and Shi Qiang Liu. "Simulation Study on an ICT-Based Maritime Management and Safety Framework for Movable Bridges." Applied Sciences 11, no. 16 (August 4, 2021): 7198. http://dx.doi.org/10.3390/app11167198.

Full text
Abstract:
Maritime management is a crucial concern for movable bridge safety. Irregular management of water vehicles near movable bridges may lead to collision among ships and bridge infrastructures, causing massive losses of life and property. The paper presents a theoretical framework and simulation of an intelligent water vehicle management system for movable bridges corresponding to vehicle traffic responses. The water regime around the bridge is considered in virtually separated domains to estimate the desired safety actions based on the position of the approaching ships. An emergency clash avoidance control system is represented to prevent ship-infrastructure collision and ensure transportation safety. In addition, a simulation platform is developed specifically adaptable for movable bridge maritime and dynamic traffic management. The proposed theory is experimented using the simulation platform for different ship speeds and bridge-vehicle traffic volumes. Based on analyzing the velocity profile of approaching ships at different incidents, the bridge is found incapable of evacuating vehicles and unable to open promptly in case of speeding ships and high traffic density of vehicles on the bridge. Computational results show that the emergency control system is effective in reducing ship speed and prevent certain collisions. Lastly, the transportation policy for the newly proposed maritime management system is validated by real-world implementation in movable bridges across the world.
APA, Harvard, Vancouver, ISO, and other styles
2

Ranf, R. T., M. O. Eberhard, and S. Malone. "Post-earthquake Prioritization of Bridge Inspections." Earthquake Spectra 23, no. 1 (February 2007): 131–46. http://dx.doi.org/10.1193/1.2428313.

Full text
Abstract:
Bridge damage reports from the 2001 Nisqually earthquake were correlated with estimates of ground-motion intensity at each bridge site (obtained from ShakeMaps) and with bridge properties listed in the Washington State Bridge Inventory. Of the ground-motion parameters considered, the percentage of bridges damaged correlated best with the spectral acceleration at a period of 0.3 s. Bridges constructed before the 1940s, movable bridges, and older trusses were particularly vulnerable. These bridge types were underestimated by the HAZUS procedure, which categorizes movable bridges and older trusses as “other” bridges. An inspection prioritization strategy was developed that combines ShakeMaps, the bridge inventory and newly developed fragility curves. For the Nisqually earthquake, this prioritization strategy would have made it possible to identify 80% of the moderately damaged bridges by inspecting only 481 (14%) of the 3,407 bridges within the boundaries of the ShakeMap. To identify these bridges using a prioritization strategy based solely on epicentral distance, it would have been necessary to inspect 1,447 (42%) bridges. To help the Washington State Department of Transportation (WSDOT) rapidly identify damaged bridges, the prioritization procedure has been incorporated within the Pacific Northwest Seismic Network (PNSN) ground-motion processing and notification software.
APA, Harvard, Vancouver, ISO, and other styles
3

Wang, Chang Feng, and Yi Jun Bao. "Effects of Friction Force at Movable Supports on Seismic Performance of a Continuous Beam Bridge." Applied Mechanics and Materials 353-356 (August 2013): 2191–95. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.2191.

Full text
Abstract:
The friction force at movable supports has a certain influence on the seismic performance of the continuous beam bridge, so, the friction force should be taken into account in the seismic design of the bridges. The analytic model of the continuous bridge which including the effects of friction force at movable supports was put forward, and the analysis was done with the application of friction element. Through the analysis of a certain continuous beam bridge, the results indicate that the friction force can greatly decrease the earthquake action of this continuous beam bridge. And some suggestion on the bearing selection and the anti-seismic measure were also put forward according to the analysis.
APA, Harvard, Vancouver, ISO, and other styles
4

Oakley, Katie. "Fixed-movable bridge A case study." Journal of Visual Communication in Medicine 37, no. 3-4 (October 2014): 74–76. http://dx.doi.org/10.3109/17453054.2014.974517.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Liu, Meng Ying, and Bang Zhe Liu. "Analysis of Continuous Girder Bridge Based on Different Codes." Applied Mechanics and Materials 361-363 (August 2013): 1311–14. http://dx.doi.org/10.4028/www.scientific.net/amm.361-363.1311.

Full text
Abstract:
As the object to continuous girder bridges of movable formwork construction,for the same real bridge according to the new code and old code respectively establish finite element mode and for the corresponding calculation and checked, through the comparative analysis about construct materials, calculation conditions and the calculation results, etc,to discuss the difference of the design results between the new standard and the old standard, in order to accumulated useful experience about designing new bridge and reinforcing and reforming old bridge.
APA, Harvard, Vancouver, ISO, and other styles
6

Zhang, Zhi Jun. "Research on the Developing Process and the Types of Bridges." Applied Mechanics and Materials 501-504 (January 2014): 1117–20. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.1117.

Full text
Abstract:
A bridge is a structure built to span physical obstacles such as a body of water, valley, or road, for the purpose of providing passage over the obstacle. There are many different designs that all serve unique purposes and apply to different situations. Designs of bridges vary depending on the function of the bridge, the nature of the terrain where the bridge is constructed and anchored, the material used to make it, and the funds available to build it. Bridges can be categorized in several different ways. Common categories include the type of structural elements used, by what they carry, whether they are fixed or movable, and by the materials used.
APA, Harvard, Vancouver, ISO, and other styles
7

Chizhov, Sergey, Artyom Pismak, and Anatoly Antonyuk. "The stability of the wall of the main beam of the movable bridge (application of SP method)." E3S Web of Conferences 157 (2020): 06014. http://dx.doi.org/10.1051/e3sconf/202015706014.

Full text
Abstract:
The objects of the article are: analyze the work of the main beams of the movable span of the drop-down system near the axis of rotation; analyze the stress-strain state of the main beams of the movable span of the drop-down system near the axis of rotation; analyze the acceptability of the normative methodology (SP) for calculating the stability of the wall of a continuous steel beam during the design and calculation of movable bridge of the drop-down system. A computational-mathematical model of the movable span of the drop-down system is developed in a modern computational software package based on the finite element method. The main disadvantages of the normative methodology (SP) for calculating the wall stability of a continuous steel beam which used in design and calculation of movable bridge of a drop-down system are presented.
APA, Harvard, Vancouver, ISO, and other styles
8

Hołowaty, Janusz. "Poland’s only movable railway bridge still in use." Proceedings of the Institution of Civil Engineers - Bridge Engineering 164, no. 3 (September 2011): 115–21. http://dx.doi.org/10.1680/bren.2011.164.3.115.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Unsworth, John F., and Christian Brown. "Rapid Replacement of a Movable Steel Railway Bridge." Transportation Research Record: Journal of the Transportation Research Board 1976, no. 1 (January 2006): 31–35. http://dx.doi.org/10.1177/0361198106197600104.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Boeters, Ton, René Braam, Henk Kolstein, and Arie Romeijn. "Concrete overlay of movable steel orthotropic bridge decks." Steel Construction 2, no. 2 (June 2009): 104–8. http://dx.doi.org/10.1002/stco.200910014.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Movable bridge"

1

Xia, Jun. "Ultra-high performance fiber reinforced concrete in bridge deck applications." Doctoral diss., University of Central Florida, 2011. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/5086.

Full text
Abstract:
The research presented in this dissertation focuses on the material characterization of ultrahigh performance fiber reinforced concrete (UHP-FRC) at both the microscopic and macroscopic scales. The macroscopic mechanical properties of this material are highly related to the orientation of the steel fibers distributed within the matrix. However, the fiber orientation distribution has been confirmed to be anisotropic based on the flow-casting process. The orientation factor and probability density function (PDF) of the crossing fiber (fibers crossing a cutting plane) orientation was obtained based on theoretical derivations and numerical simulations with respect to different levels of anisotropy and cut planes oriented arbitrarily in space. The level of anisotropy can be calibrated based on image analysis on cut sections from hardened UHP-FRC prisms. Simplified equations provide a framework to predict the mechanical properties based on a single fiber-matrix interaction rule selected from existing theoretical models. Along with the investigation of the impacts from different curing methods and available post-cracking models, a versatile parameterized uniaxial stress-strain constitutive model was developed and calibrated. The constitutive model was implemented in a finite element analysis software program, and the program was utilized in the preliminary design of moveable bridge deck panels made of passively reinforced UHP-FRC. This deck system was among the several alternatives to replace the problematic steel grid decks currently in use. Based on experimental investigations of the deck panels, failure occurred largely in shear rather than flexure during bending tests. However, this shear failure is not abrupt and usually involves large deformation, large sectional rotation, and wide shear cracks before loss of load-carrying capacity. This particular shear failure mode observed was further investigated numerically and experimentally.; Three-dimensional FEM models with the ability to reflect the interaction between rebar and concrete were created in a commercial FEM software to investigate the load transfer mechanism before and after bond failure. Small-scale passively reinforced prisms were tested to verify the conclusions drawn from simulation results. In an effort to improve the original design, several shear-strengthened deck panels were tested and evaluated for effectiveness. Finally, methods and equations to predict the ultimate shear capacity were calibrated. A two-dimensional frame element based complete moveable bridge finite element model was built for observation of bridge system performance. The model contained the option to substitute any available deck system based on a subset of pre-calibrated parameters specific to each deck type. These alternative deck systems include an aluminum bridge deck system and a glass fiber reinforced plastic (GFRP) deck system. All three alternatives and the original steel grid deck system were evaluated based on the global responses of the moveable bridge, and the advantages and disadvantages of adopting the UHP-FRC deck system are quantified.
ID: 029809726; System requirements: World Wide Web browser and PDF reader.; Mode of access: World Wide Web.; Thesis (Ph.D.)--University of Central Florida, 2011.; Includes bibliographical references.
Ph.D.
Doctorate
Civil, Environmental and Construction Engineering
Engineering and Computer Science
APA, Harvard, Vancouver, ISO, and other styles
2

Gökçe, Hasan Burak. "Structural identification through monitoring, modeling and predictive analysis under uncertainty." Doctoral diss., University of Central Florida, 2012. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/5222.

Full text
Abstract:
Bridges are critical components of highway networks, which provide mobility and economical vitality to a nation. Ensuring the safety and regular operation as well as accurate structural assessment of bridges is essential. Structural Identification (St-Id) can be utilized for better assessment of structures by integrating experimental and analytical technologies in support of decision-making. St-Id is defined as creating parametric or nonparametric models to characterize structural behavior based on structural health monitoring (SHM) data. In a recent study by the ASCE St-Id Committee, St-Id framework is given in six steps, including modeling, experimentation and ultimately decision making for estimating the performance and vulnerability of structural systems reliably through the improved simulations using monitoring data. In some St-Id applications, there can be challenges and considerations related to this six-step framework. For instance not all of the steps can be employed; thereby a subset of the six steps can be adapted for some cases based on the various limitations. In addition, each step has its own characteristics, challenges, and uncertainties due to the considerations such as time varying nature of civil structures, modeling and measurements. It is often discussed that even a calibrated model has limitations in fully representing an existing structure; therefore, a family of models may be well suited to represent the structure's response and performance in a probabilistic manner. The principle objective of this dissertation is to investigate nonparametric and parametric St-Id approaches by considering uncertainties coming from different sources to better assess the structural condition for decision making. In the first part of the dissertation, a nonparametric St-Id approach is employed without the use of an analytical model.; It is recommended that a family-of-models approach is suitable for structures that have less redundancy, high operational importance, are deteriorated, and are performing under close capacity and demand levels.; The new methodology, which is successfully demonstrated on both lab and real-life structures, can identify and locate the damage by tracking correlation coefficients between strain time histories and can locate the damage from the generated correlation matrices of different strain time histories. This methodology is found to be load independent, computationally efficient, easy to use, especially for handling large amounts of monitoring data, and capable of identifying the effectiveness of the maintenance. In the second part, a parametric St-Id approach is introduced by developing a family of models using Monte Carlo simulations and finite element analyses to explore the uncertainty effects on performance predictions in terms of load rating and structural reliability. The family of models is developed from a parent model, which is calibrated using monitoring data. In this dissertation, the calibration is carried out using artificial neural networks (ANNs) and the approach and results are demonstrated on a laboratory structure and a real-life movable bridge, where predictive analyses are carried out for performance decrease due to deterioration, damage, and traffic increase over time. In addition, a long-span bridge is investigated using the same approach when the bridge is retrofitted. The family of models for these structures is employed to determine the component and system reliability, as well as the load rating, with a distribution that incorporates various uncertainties that were defined and characterized. It is observed that the uncertainties play a considerable role even when compared to calibrated model-based predictions for reliability and load rating, especially when the structure is complex, deteriorated and aged, and subjected to variable environmental and operational conditions.
ID: 031001436; System requirements: World Wide Web browser and PDF reader.; Mode of access: World Wide Web.; Adviser: F. Necati ?çatba?ƒ.; Title from PDF title page (viewed June 24, 2013).; Thesis (Ph.D.)--University of Central Florida, 2012.; Includes bibliographical references (p. 173-187).
Ph.D.
Doctorate
Civil, Environmental, and Construction Engineering
Engineering and Computer Science
Civil Engineering
APA, Harvard, Vancouver, ISO, and other styles
3

El, Hamad Hamad, and Furkan Tanhan. "Analysis of post-tensioned concrete box-girder bridges : A comparison of Incremental launching and Movable scaffolding system." Thesis, KTH, Bro- och stålbyggnad, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-233168.

Full text
Abstract:
When designing a bridge it is of high importance that the geometry for the cross section is optimized for the structure. This is partly due to the influence of the amount of material needed and its impact on the budget and environment. The influence of choosing the right amount of each material lies in the unit-price of the different material, where they can differ significantly. The Swedish Transport Administration, Trafikverket, has ordered the construction of Stockholm Bypass which is one of Swedens largest infrastructure project and is valued to 27.6 billion SEK according to the price index of the year 2009. The infrastructure project is divided into multiple projects where one of them is assigned to Implenia and Veidekke through a joint venture (Joint venture Hjulsta, JVH) and is valued to nearly 800 MSEK. The reference bridge that is used in the analysis of the master’s thesis is a part of the project. The aim of this masters thesis was to analyze and compare the two construction methods, mov- able scaffolding system (MSS) and incremental launching for the reference bridge with respect to amount post-tensioning and slenderness. Furthermore, an economical comparison between the two construction methods was carried out based on the obtained results. The analysis of the MSS was carried out by modeling the reference bridge structure in the finite element software SOFiSTiK AG. The bridge was modeled with different cross section height, i.e. different slenderness where the optimal amount of post-tension tendons could be determined by iteration until stress conditions from the Eurocode were fulfilled. For the incremental launching method, a numerical analysis was performed. The optimal amount of required post-tensioning was evaluated in the construction stages and final stages with different construction heights i.e. different values of slenderness. A cost analysis was also performed where the aim was to analyze how the total cost of the construc- tion of the bridge would be influenced by the different slenderness of the bridge as a comparison for the two construction methods. This was done by dividing the costs into fixed costs and variable costs. The results showed that the structural rigidity had a large influence on the required amount of prestressing steel for both construction methods. In other words, the smaller the cross section the more prestressing steel was required. Incremental launching proved to require a much greater amount of (PT) tendons compared to the MSS although the identical cross sections and properties for both methods, except for the PT. The prestressing for incremental launching is generally by centrical prestressing during the construction stages. A intersection point was obtained in the cost analysis for the construction methods. The incremental launching was the cheaper solution for slenderness smaller than the intersection point at slenderness between 17 and 18. The MSS was cheaper than the incremental launching for slenderness larger than the intersection point.
Vid dimensionering av tvärsektioner i broar är det av stor vikt att optimera geometrin avseende materialåtgång då mängden material har stor på verkan på ett projekts budget samt miljö. Eftersom konstruktioner ofta består av olika byggnadsmaterial gäller det vid optimering att välja byggnadsmaterialen genom optimerad proportionalitet. Förbifart Stockholm, beställt av Trafikverket, är ett av Sveriges största infrastrukturprojekt och värderas till 27,6 miljarder kronor enligt 2009 års prisnivå. Infrastrukturprojektet är uppdelat i flera mindre entreprenader eller så kallade etapper. Den entreprenad som omfattar trafikplats Hjulsta Södra har blivit tilldelat till Implenia och Veidekke genom ett konsortium (Jointventure Hjulsta, JVH) och värderas till cirka 800 miljoner kronor. Den förspända betongbro som byggs i trafikplats Hjulsta ligger till grund för analysen i detta examensarbete och har använts som referens under vår studie. Syftet med examensarbete var att analysera och jämföra två de två olika produktionsmetoderna, Movable scaffolding system (MSS) och etappvis lansering med hänsyn till erforderlig mängd förspänningskablar och slankhet. Vidare, baserat på erhållna resultat, utfördes en ekonomisk analys och jämförelse mellan produktionsmetoderna. Analysen av MSS utfördes genom att modellera brokonstruktionen i mjukvaruprogrammet SOFiSTiK AG som bygger på finita elementmetoder. Konstruktionen modellerades för olika slankheter, där slankheten definieras som kvoten mellan maximala spannlängden och brons tvärsnittshöjd. Spannlängden hölls konstant medan tvärsnittshöjden varierade för att erhålla olika slankheter. Den optimala slankheten bestämdes genom iterering av mängd förspänningskablar tills spänningsvillkoren var uppfyllda enligt Eurocode. För analysen av etappvis lansering utfördes en numerisk analys vars den optimala mängden förspänningskablar utvärderades i byggskedet (construction stages) samt i slutskedet (final stage). Analysen utfördes på samma sätt för de olika slankheterna. Slutligen genomfördes en konstandsanalys för de olika metoderna. Syftet var att jämföra hur den totala kostnaden för uppförandet av brokonstruktionen skiljde sig för de olika slankheterna. Jämförelsen genomfördes genom att dela upp de olika kostnaderna i fasta kostnader samt rörliga kostnader. Resultaten från analysen visade att den erforderliga mängd förspänningskablar som behövs i en förspänd betongbro är beroende av den strukturella styvheten i tvärsektionen. En högre slankhet, alltså lägre tvärsnittshöjd, ger lägre styvhet och därav mer erforderlig förspänningskablar. Etappvis lansering visade sig vara den metod som krävde mer mängd förspänningskablar. I resultaten för kostnadsanalysen uppmättes en skärningspunkt, för en slankhet mellan 17-18, mellan de två olika metoderna. För förspända betongbroar med slankhet lägre än skärningsupunkten vid 17-18 är etappvis lansering det billigare alternativet. För slankheter högre än 17-18 är MSS det mer ekonomiskt lönsamma alternativet.
APA, Harvard, Vancouver, ISO, and other styles
4

ZAURIN, RICARDO. "STRUCTURAL HEALTH MONITORING WITH EMPHASIS ON COMPUTER VISION, DAMAGE INDICES, AND STATISTICAL ANALYSIS." Doctoral diss., University of Central Florida, 2009. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3530.

Full text
Abstract:
Structural Health Monitoring (SHM) is the sensing and analysis of a structure to detect abnormal behavior, damage and deterioration during regular operations as well as under extreme loadings. SHM is designed to provide objective information for decision-making on safety and serviceability. This research focuses on the SHM of bridges by developing and integrating novel methods and techniques using sensor networks, computer vision, modeling for damage indices and statistical approaches. Effective use of traffic video synchronized with sensor measurements for decision-making is demonstrated. First, some of the computer vision methods and how they can be used for bridge monitoring are presented along with the most common issues and some practical solutions. Second, a conceptual damage index (Unit Influence Line) is formulated using synchronized computer images and sensor data for tracking the structural response under various load conditions. Third, a new index, Nd , is formulated and demonstrated to more effectively identify, localize and quantify damage. Commonly observed damage conditions on real bridges are simulated on a laboratory model for the demonstration of the computer vision method, UIL and the new index. This new method and the index, which are based on outlier detection from the UIL population, can very effectively handle large sets of monitoring data. The methods and techniques are demonstrated on the laboratory model for damage detection and all damage scenarios are identified successfully. Finally, the application of the proposed methods on a real life structure, which has a monitoring system, is presented. It is shown that these methods can be used efficiently for applications such as damage detection and load rating for decision-making. The results from this monitoring project on a movable bridge are demonstrated and presented along with the conclusions and recommendations for future work.
Ph.D.
Department of Civil and Environmental Engineering
Engineering and Computer Science
Civil Engineering PhD
APA, Harvard, Vancouver, ISO, and other styles
5

Buxton-Tetteh, Bernard Sobanjo John O. "Development of user cost model for movable bridge openings in Florida." 2004. http://etd.lib.fsu.edu/theses/available/etd-04122004-111853.

Full text
Abstract:
Thesis (M.S.)--Florida State University, 2004.
Advisor: Dr. John O. Sobanjo, Florida State University, College of Engineering, Dept. of Civil Engineering. Title and description from dissertation home page (viewed June 16, 2004). Includes bibliographical references.
APA, Harvard, Vancouver, ISO, and other styles
6

Kuo, Yen-Ting, and 郭彥廷. "Asynchronous Movable Measurement of Bridge Frequencies and Mode Shapes." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/28188998978876098155.

Full text
Abstract:
碩士
國立臺灣大學
土木工程學研究所
101
In order to determine if the dynamic properties of a bridge structure have changed or not, the most common way is to detect the frequency of the bridge frequency and use it as a reference. This study attempts to measure the frequencies of the bridge, and then to establish the associated mode shapes. Conventionally, the bridge dynamic properties are measured from the dynamic response of the bridge via the vibration sensors directly mounted on the bridge, which has been referred to as the direct approach. In recent years, a new method, called the indirect approach, has been proposed by Yang and his co-workers. The idea of this method is to obtain the bridge properties indirectly from the dynamic response recorded on a moving vehicle during its travel over the bridge of concern. The direct method has the advantage of being accurate, but lacks the property of mobility, while it is generally labor-intensive. In this study, we shall use the indirect approach for its movability and indirectness. Specifically, we shall let the test vehicle to move over the bridge, but stay from point to point of the bridge for the vehicle response to be recorded. The bridge information including the frequencies and mode shapes will be extracted from the vehicle response. Such an approach is by nature indirect and asynchronous, and therefore will be referred to as the “asynchronous movable measurement for bridge dynamic properties.” This study is based on the technique of asynchronous movable measurement to extract the frequencies and mode shapes of the bridge. First of all, we shall demonstrate the approach for establishing mode shapes of a bridge by using theoretical approach. Then, we shall proceed to illustrate the feasibility of the technique of asynchronous movable measurement through a series of field tests. Finally, by comparing the results obtained by the present approach with those by the direct approach, the similarities and differences of the two approaches will be discussed, with the advantages and disadvantages of each approach identified. Concluding remarks are drawn at the end of study to provide insight for reference for further researches.
APA, Harvard, Vancouver, ISO, and other styles
7

Ramos, Ana Beatriz Esteves. "Conception Design and Structural Analysis of Movable Bridges. The Case Study of Great Yarmouth Third Crossing." Dissertação, 2017. https://repositorio-aberto.up.pt/handle/10216/107737.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Ramos, Ana Beatriz Esteves. "Conception Design and Structural Analysis of Movable Bridges. The Case Study of Great Yarmouth Third Crossing." Master's thesis, 2017. https://repositorio-aberto.up.pt/handle/10216/107737.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Books on the topic "Movable bridge"

1

American Association of State Highway and Transportation Officials. Subcommittee on Bridges and Structures. AASHTO movable bridge inspection, evaluation and maintenance manual. Washington, D.C: American Association of State Highway and Transportation Officials, 1998.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Structures, American Association of State Highway and Transportation Officials Subcommittee on Bridges and. Standard specifications for movable highway bridges. Washington, D.C: American Association of State Highway and Transportation Officials, 1988.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Clouette, Bruce. Where water meets land: Historic movable bridges of Connecticut. [Hartford]: Connecticut Dept. of Transportation in cooperation with the Federal Highway Administration, 2004.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

Crane, Hart. Three poems. Bremen, Maine and New York City: Red Angel Press, 2004.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

Hess, Jeffrey A. Historic highway bridges in Wisconsin. [Madison, Wis.]: Wisconsin Dept. of Transportation, 1986.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Okayama no nagarebashi. Okayama-shi: Nihon Bunkyō Shuppan, 2000.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

Davidson, Laura. Mapping my world: Buildings + bridges. Boston: Davidson, 2002.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

de, La Paz Orlando, Binder Eric, and Walt Disney Enterprises, eds. Walt Disney's Cinderella: Here comes the bride. New York: Random House, 2001.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

illustrator, Kim Johanna H., ed. Drawbridges open and close. [Place of publication not identified]: Curly Q Press, 2014.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

Movable Bridge Engineering. Wiley, 2003.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Movable bridge"

1

Birnstiel, Charles. "Movable Bridge Machinery Inspection and Rehabilitation." In Bridge Management, 295–304. Boston, MA: Springer US, 1990. http://dx.doi.org/10.1007/978-1-4899-7232-3_26.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Catbas, F. N., M. Gul, and H. B. Gokce. "Identification of Structural Changes on a Movable Bridge." In Nondestructive Testing of Materials and Structures, 1023–29. Dordrecht: Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-0723-8_143.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Jablonski, Matthew, Yongxin Wang, Chaitanya Yavvari, Zezhou Wang, Xiang Liu, Keith Holt, and Duminda Wijesekera. "An Attack-Fault Tree Analysis of a Movable Railroad Bridge." In IFIP Advances in Information and Communication Technology, 51–71. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34647-8_3.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Chuntavan, Chuan, Nuthaporn Nuttayasakul, Martin P. Bae, and Huang Aiwu. "Construction of PCT Girder Bridge Using an Overhead Movable Scaffolding System (MSS)." In Advances in Intelligent Systems and Computing, 1039–50. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-41682-3_85.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Dumlupinar, Taha, H. Burak Gokce, F. Necati Catbas, and Dan M. Frangopol. "Time-Variant Reliability and Load Rating of a Movable Bridge Using Structural Health Monitoring." In Dynamics of Bridges, Volume 5, 71–84. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9825-5_8.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Dumlupinar, Taha, and F. Necati Catbas. "Monitoring of a Movable Bridge Mechanical Components for Damage Identification using Artificial Neural Networks." In Civil Engineering Topics, Volume 4, 343–47. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9316-8_32.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Turmo, Jose. "Industrialized Construction of Medium Span Concrete Bridges Using Movable False Work." In Lecture Notes in Civil Engineering, 13–22. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0802-8_2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Malekzadeh, Masoud, and F. Necati Catbas. "A Machine Learning Framework for Automated Functionality Monitoring of Movable Bridges." In Conference Proceedings of the Society for Experimental Mechanics Series, 57–63. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-29751-4_8.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

"Movable Bridges." In Bridge Engineering Handbook, 531–64. CRC Press, 2014. http://dx.doi.org/10.1201/b16523-18.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Abrahams, Michael. "Movable Bridges." In Bridge Engineering Handbook. CRC Press, 1999. http://dx.doi.org/10.1201/9781420049596.ch21.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Movable bridge"

1

Huang, Carl, Alfred R. Mangus, and Craig Copelan. "Icons of Movable Bridges Utilizing Orthotropic Bridge Decks." In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)309.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Claassen, Wouter. "Bio-based composite movable bridge." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.1396.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Wang, Yongxin, Matthew Jablonski, Chaitanya Yavvari, Zezhou Wang, Xiang Liu, Keith Holt, and Duminda Wijesekera. "Safety and Security Analysis for Movable Railroad Bridges." In 2019 Joint Rail Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/jrc2019-1251.

Full text
Abstract:
Movable railroad bridges, consisting of lift, bascule, or swing bridges have been used by American rail tracks that cross usable waterways for over a century. Although custom made, movable bridges share many common components and designs. Most of them use weight bearing towers for the movable span using electric or electro-hydraulic systems lift and/or rotate these movable spans. Automated locks hold the bridge in place as soon as the movement stops. The bridge operation, train and ship signaling systems work in synchrony for trains and waterway traffic to be granted safe passage with minimal delay. This synchrony is maintained by using custom-made control systems using Programmable Logic Controllers (PLCs) or Field Programmable Gate Arrays (FPGAs). Controllers located on the movable and the static parts of the bridge communicate using radio and/or wired underwater links sometimes involving marine cables. The primary objective of this paper is to develop a framework to analyze the safety and security of the bridge operating systems and their synchronous operations with railway and waterway systems. We do so by modeling the movable physical components and their control system with the interconnected network system and determine the faults and attacks that may affect their operations. Given the prevalence of attacks against PLCs, FPGAs and controllers, we show a generic way to determine the effect of what if scenarios that may arise due to attacks combined with failures using a case study of a swing bridge.
APA, Harvard, Vancouver, ISO, and other styles
4

Liu, Xue, Weizhen Chen, and Guang Yang. "Rehabilitation and Simulation of Movable Bridge." In IABSE Symposium, Weimar 2007: Improving Infrastructure Worldwide. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/222137807796120337.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Marzella, Frank. "Restoration of Two Historic Movable Bridges." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2263.

Full text
Abstract:
<p>The Murray Morgan Lift Bridge in Tacoma WA was constructed in 1913. In 2007, the bridge was closed to vehicular and pedestrian traffic for advanced deterioration of structural systems, mechanical and electrical components. The bridge was scheduled for demolition. In 2010 after acquiring funding, the City of Tacoma awarded a design‐build contract to reconstruct this historic bridge. The restoration work included structural steel strengthening repairs, seismic improvements, roadway deck, and stringer replacement, complete paint system removal/re‐coating, as well as modernization of the antiquated mechanical/electrical systems. Construction was completed 2012 and full legal load traffic was restored.</p><p>The Broadway Bridge in Portland OR was constructed in 1912. The bridge is a unique Rall type double leaf bascule and is listed on the National Register of Historic Places. After more than 100 years of service, the cast steel Rall wheels and tracks that support the entire weight of the movable spans were severely deteriorated and required replacement. Complex jacking, machining, and updated materials were required to renew these critical components. Construction was completed in 2018.</p><p>This paper will summarize the innovative design solutions developed to restore and strengthen these two historic movable bridge structures.</p>
APA, Harvard, Vancouver, ISO, and other styles
6

Catbas, F. Necati, Ricardo Zaurin, Mustafa Gul, Alberto O. Sardinas, Taha Dumlupinar, H. Burak Gokce, and Thomas Terrell. "Heavy Movable Structure Health Monitoring: A Case Study with a Movable Bridge in Florida." In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)15.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Hama, Yuta, Ichiro Ario, Yuki Chikahiro, Kotaro Adachi, and Andrew Watson. "Origami Inspired Deployable &Movable Bridge for Disaster Relief." In Footbridge 2017 Berlin. Chair of Conceptual and Structural Design, Fachgebiet Entwerfen und Konstruieren – Massivbau, Technische Universität Berlin, 2017. http://dx.doi.org/10.24904/footbridge2017.09340.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Thrall, A. P., S. Adriaenssens, I. Payá Zaforteza, and T. P. Zoli. "A Linkage-Based Movable Bridge Form: Design and Optimization." In Structures Congress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.035.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Mankbadi, R. R., J. Bade, and A. M. Ramakrishna. "Case History: Shallow Foundation for “The Gut” Movable Bridge." In IFCEE 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481622.037.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Cusson, Benoit, and Tony Mailhot. "Design of a Remarkable Bascule Bridge Over an Historical Canal." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1635.

Full text
Abstract:
<p>The Gouin bascule bridge is a 1,300 tons gigantic steel structure that allows pleasure boats to enter the Chambly Canal National Historic Site and provides access over the Richelieu river for vehicles, cyclists and pedestrians. As part of a project to revitalize and modernize the city centre, the architectural concept of the movable bridge will provide a landmark to this highly touristic site. There are only few examples in the world of such movable bridges with a large suspended counterweight. The challenges of the project include strict architectural criteria, fabrication and alignment of over 800 mm in diameter pins, the assembly on-site of remarkably large bridge parts and the precise balancing of the bridge.</p><p>When designing this structure, WSP made sure to consider the non-redundant aspect of some parts of the structure. Details regarding the design of the stays supporting the entire upper structure and the hydraulic cylinders initiating the rotation are described in this paper. The planning of the works in the middle of the critical infrastructures and services surrounding the bridge is explained. Since no interruption of the navigation on the canal was allowed during construction, some special considerations had to be taken with regards to the works at the foundation units.</p>
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Movable bridge"

1

Foster, James E. Jefferson Barracks Bridge; Movable-Bed Model Study. Fort Belvoir, VA: Defense Technical Information Center, August 1988. http://dx.doi.org/10.21236/ada199359.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Movable bridge' for particular source types:
Journal articles Books
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!

To the bibliography