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Modern Steel Construction 2009
Reprinted from 2009 MSC Steel Bridges 2009 Welcome to Steel Bridges 2009! This publication contains all bridge related information collected from Modern Steel Construction magazine in 2009. These articles have been combined into one organized document for our readership to access quickly and easily. Within this publication, readers will find information about Accelerated Bridge Construction (ABC), short span steel bridge solutions, NSBA Prize Bridge winners, and advancement in coatings technologies among many other interesting topics. Readers may also download any and all of these articles (free of charge) in electronic format by visiting www.modernsteel.org. The National Steel Bridge Alliance would like to thank everyone for their strong dedication to improving our nation’s infrastructure, and we look forward to what the future holds! Sincerely, Marketing Director National Steel Bridge Alliance Table of Contents March 2009: Up and Running in No Time........................................................................................... 3 March 2009: Twice as Nice .................................................................................................................. 6 March 2009: Wide River ..................................................................................................................... 8 March 2009: Over the Rails in the Other Kansas City ........................................................................ 10 July 2009: Full House ....................................................................................................................... -
Arched Bridges Lily Beyer University of New Hampshire - Main Campus
University of New Hampshire University of New Hampshire Scholars' Repository Honors Theses and Capstones Student Scholarship Spring 2012 Arched Bridges Lily Beyer University of New Hampshire - Main Campus Follow this and additional works at: https://scholars.unh.edu/honors Part of the Civil and Environmental Engineering Commons Recommended Citation Beyer, Lily, "Arched Bridges" (2012). Honors Theses and Capstones. 33. https://scholars.unh.edu/honors/33 This Senior Honors Thesis is brought to you for free and open access by the Student Scholarship at University of New Hampshire Scholars' Repository. It has been accepted for inclusion in Honors Theses and Capstones by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. UNIVERSITY OF NEW HAMPSHIRE CIVIL ENGINEERING Arched Bridges History and Analysis Lily Beyer 5/4/2012 An exploration of arched bridges design, construction, and analysis through history; with a case study of the Chesterfield Brattleboro Bridge. UNH Civil Engineering Arched Bridges Lily Beyer Contents Contents ..................................................................................................................................... i List of Figures ........................................................................................................................... ii Introduction ............................................................................................................................... 1 Chapter I: History -
Polydron-Bridges-Work-Cards.Pdf
Getting Started You will need: A Polydron Bridges Set ❑ This activity introduces you to the parts in the set and explains what each of them does. A variety of traditional Polydron and Frameworks pieces are used in each of the activities. However, they are coloured to produce more realistic effects. For example, the traditional squares are black and used to represent the road on the bridge deck. Plinth ❑ On the right you can see the plinth or bridge base. All of the bridges use one or two of these. They give each bridge a firm base and allow special parts to be connected easily. Notice the two holes in the top on the plinth. These holes are for long struts. These can be seen in place below. ❑ The second picture shows the plinth with two right-angled triangles and a rectangle connected. All three of these parts clip into the plinth. Struts ❑ There are three different lengths of strut in the set. There are 80mm short struts that are used with the pulleys with lugs to carry cables. These are shown on the left. The lugs fit into long struts. On the Drawbridge 110mm short struts are used with ordinary pulleys and a winding handle. ❑ Long struts are also used to support the cable assembly of the Suspension Bridge and the Cable Stay Bridge. This idea can be seen in the picture on the right. ❑ Long struts are also used to connect the two sections of the Drawbridge. ® ©Bob Ansell Special Rectangles ❑ Special rectangles can be used in a variety of ways. -
Design and Construction of the First Composite Truss Bridge in Japan Kinokawa Viaduct, Wakayama, Japan
Concrete Structures: the Challenge of Creativity Design and Construction of the first composite truss bridge in Japan Kinokawa Viaduct, Wakayama, Japan Masato YAMAMURA Hiroaki OKAMOTO Hiroo MINAMI Professional Engineer Professional Engineer Professional Engineer Kajima Corporation Kajima Corporation Kajima Corporation Tokyo, Japan Tokyo, Japan Tokyo, Japan Summary This project is to build a viaduct in Wakayama, Japan. Owner adopted a design build bidding system for the first time in its history of a bridge project in order to tender a construction work including both the superstructure and the substructure together. As a result of bidding, it was decided that the first composite truss bridge in Japan is constructed. Through the project, it was confirmed that the construction and the economical efficiency of the composite truss bridge are equivalent to or better than the conventional pretressed concrete box girder bridge. Keywords: composite truss bridge; design build; steel truss diagonal; panel point section; steel box- type joint structure; balanced cantilever erection 1. Introduction This project is to build a viaduct over the Kinokawa River in Wakayama. Ministry of Land, Infrastructure and Transport (MLIT) adopted a design build bidding system for the first time in its history of a bridge project in order to tender a construction work including both the superstructure and the substructure together. In the tendering method used at this time, only the basic performance requirements such as the bridge length, road classification, effective width, and live loads are specified. A proposal of a variety of bridge design, mainly for its form and the number of span, was admitted by MLIT. -
Difference Between Deck Type and Through Type Bridge and Their Components
Difference between Deck Type and Through Type Bridge and their Components Naveen Choudhary 1 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES • Deck-type bridges refer to those in which the road deck is carried on the top flange or on top of the supporting girders. • Through type bridge - The carriageway rests at the bottom level of the main load carrying members. In the through type plate girder bridge, the roadway or railway is placed at the level of bottom flanges. Mr. Naveen Choudhary, GEC Ajmer 2 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES Mr. Naveen Choudhary,GEC Ajmer 3 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES Through type deck bridge Mr. Naveen Choudhary,GEC Ajmer 4 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES Mr. Naveen Choudhary,GEC Ajmer 5 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES Mr. Naveen Choudhary,GEC Ajmer 6 Through Type Bridge Mr. Naveen Choudhary,GEC Ajmer 7 Through Type Bridge Mr. Naveen Choudhary,GEC Ajmer 8 Through Type Bridge Mr. Naveen Choudhary,GEC Ajmer 9 Deck Type Bridge Mr. Naveen Choudhary,GEC Ajmer 10 Deck Type Bridge Mr. Naveen Choudhary,GEC Ajmer 11 Deck Type Bridge Mr. Naveen Choudhary,GEC Ajmer 12 Cross-Section deck type bridge Mr. Naveen Choudhary,GEC Ajmer 13 Normal span ranges of bridge system Mr. Naveen Choudhary,GEC Ajmer 14 Normal span ranges of bridge system TYPE Maximum Span 500 m Steel arch bridge 240 m Steel bow-string girder bridge 1200 m Steel cable suspension bridge 30 m Steel plate girder 10 m Steel rolled beam bridge 180 m Steel truss bridge Mr. -
People and Power to Move the World
Parsons Bridge and Tunnel People and power to move the world. 100 M Street, S.E. Washington, D.C. 20003 U.S.A. Phone: +1 202.775.3300 www.parsons.com Power to Connecting past, change present, the global and future. Parsons is a recognized leader in the design and landscape. construction of complex structures and bridges across the globe. Having completed more than 4,500 bridges and 250 tunnels around the world, we apply creative expertise to solve the most challenging issues our customers face today with a vision for the future. Massive or modest, new or rehabilitated, our purpose in every bridge and tunnel is to carry traffic safely with sound engineering and exceptional style while connecting people and places. Parsons’ Bridge and Tunnel Division provides connections and cost-efficient. By combining form with function, economy, to communities of the past, present, and future. We and sustainability, our award-winning bridges and tunnels understand the importance of our customers’ existing fulfill an important purpose and often serve as historic or infrastructure and the history of their community, as well as world-class landmarks. the principles of sustainability, safety, and quality. Parsons Across the globe, our bridges enrich skylines and our tunnels has proudly provided design, construction management, feature state-of-the-art technology. And by minimizing and inspection services for some of the world’s largest and impacts to the environment and maintaining the culture of most complex bridges. Our reputation for innovative the community, Parsons’ custom infrastructure pays homage design and construction methods, and our commitment to to the past while recognizing the importance of tomorrow. -
How to BUILD a STRAW BRIDGE
How To BUILD A STRAW BRIDGE STEM Learning Workbook OVERVIEW Bridges carry traffic over different obstacles to allow us to move from place to place. Those obstacles can be natural or man-made. Structural bridge engineers use their knowledge to design bridges that safely carry traffic and can last for over 100 years. Many types of engineers, scientists, and technicians work together to design and build bridges. ● Traffic Engineer: studies traffic patterns, traffic volumes, and roadway use to design safe and efficient roadway systems for moving people and products. ● Roadway/Highway Engineer: designs the roadway geometry and traffic speed limits to ensure safe travel routes for the public. ● Hydraulic Engineer: designs the drainage systems to remove storm water STEM Learning Workbook from a bridge and studies stream and river levels to ensure high water levels pass underneath the bridge. ● Environmental Engineer: ensures the project is designed to have minimal impact on the surrounding natural environment. ● Materials Scientist: studies and tests construction materials that are used to build the roadway and bridge. ● Geotechnical Engineer: studies and tests the soil conditions on a project to design the proper foundations. ● CAD Technician: uses specialized computer modeling software to create drawings of all components of the project. ● Structural/Bridge Engineer: designs the bridge to resist the loads applied to the structure by the component weights, traffic, wind, water, and earthquake. All these different people work together to create roadways and bridges, and all these different people use STEM (Science, Technology, Engineering, Math) in their work. For this exercise, we’ll focus on the role of the Structural/Bridge Engineer. -
An Investigation of a Prefabricated Steel Truss Girder Bridge with A
AN INVESTIGATION OF A PREFABRICATED STEEL TRUSS GIRDER BRIDGE WITH A COMPOSITE CONCRETE DECK by Tyler William Kuehl A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science in Civil Engineering MONTANA STATE UNIVERSITY Bozeman, Montana April 2018 ©COPYRIGHT by Tyler William Kuehl 2018 All Rights Reserved ii ACKNOWLEDGEMENTS I would like to express the upmost gratitude to my advisor, Dr. Damon Fick, who aided me in my coursework and research during my time at Montana State University. I would also like to recognize the other members of my committee, Dr. Jerry Stephens, Dr. Mike Berry, and Mr. Anders Larsson for their contributions to my research and education. An additional note of gratitude is extended to the various other professors and graduate students who helped with my research and education along the way. Thank you to the Montana Department of Transportation who provided the funding for the research. Lastly, I would like to extend a thank you to my wife, Alyson Kuehl, who has stood by my side through the many years of schooling and came on this adventure of moving across the country to Montana. iii TABLE OF CONTENTS 1. INTRODUCTION .........................................................................................................1 Description of Proposed Prefabricated Bridge System ..................................................1 Summary of Work..........................................................................................................3 2. LITERATURE REVIEW ..............................................................................................5 -
Bridge Strength: Truss Vs. Arch Vs. Beam
CALIFORNIA STATE SCIENCE FAIR 2015 PROJECT SUMMARY Name(s) Project Number Christopher J. Nagelvoort J0322 Project Title Bridge Strength: Truss vs. Arch vs. Beam Abstract Objectives/Goals The objective of this experiment was to determine which bridge design is the strongest against heavy loads through deflection testing on three bridge models. Also the goal was to understand and analyze how much greater the strength would be between the three models and plausibly why their strengths differ. Methods/Materials The project began with the design and then construction of the bridge models that were 0.75 meters long, out of glue and wooden popsicle sticks. Before deflection testing occurred, supplies need were a bucket, bag of sand, string, scale, caliber, construction paper, and a testing stand to stabilize the bridge models before loads were attached. Finally deflection testing initiated by loading each bridge model with 1 # 7 pounds of sand, with 1 pound increments. For each load the deflection was measured and recorded. Results For cumulative deflection, the truss bridge under 7 pounds of load deflected 0.2 cm. The arch bridge under 7 pounds achieved 0.69 cm. While the span/beam bridge deflected by 2.01 cm under the same 7 pound load. The deflection for each 1 pound load increment was also measured and recorded. This deflection is referred as incremental deflection. The average incremental deflection for the truss bridge was 0.0285 cm. For the arch bridge, the average is 0.0985 cm and the span/beam bridge#s average is 0.2871 cm. Conclusions/Discussion With the bridge#s designs researched and tested, it was determined that the truss is the strongest bridge, with arch the second, and span/beam dramatically weaker than the other two. -
WA-III-027 B&O Railroad Bridge, Potomac River & Tunnel
WA-III-027 B&O Railroad Bridge, Potomac River & Tunnel Architectural Survey File This is the architectural survey file for this MIHP record. The survey file is organized reverse- chronological (that is, with the latest material on top). It contains all MIHP inventory forms, National Register nomination forms, determinations of eligibility (DOE) forms, and accompanying documentation such as photographs and maps. Users should be aware that additional undigitized material about this property may be found in on-site architectural reports, copies of HABS/HAER or other documentation, drawings, and the “vertical files” at the MHT Library in Crownsville. The vertical files may include newspaper clippings, field notes, draft versions of forms and architectural reports, photographs, maps, and drawings. Researchers who need a thorough understanding of this property should plan to visit the MHT Library as part of their research project; look at the MHT web site (mht.maryland.gov) for details about how to make an appointment. All material is property of the Maryland Historical Trust. Last Updated: 03-12-2004 ABSTRACT 'WA-III-027 19th Century B & 0 Railroad Bridge, Potomac River and Tunnel Harpers Ferry Vicinity private The junction _of the Potomac and Shenandoah Rivera has been significant to many aspects of United States history and technology for more than 200 years. Concentf trated in this area are examples of major developments in the history of transportation and civil engineering. Be- tween Harpers Ferry, 'West Virginia, and Maryland Heights in 'Washington County, Maryland, are to be found a mid 18th r century fervy site; early and mid 19th century highway and railroad bridge sites; existing railroad bridges dating from the 19th and 20th centuries; a tunnel to allow them to pass through the rock•y base of Elk Ridge; and the Chesapeake and Ohio Canal. -
Simplified Method of Determination of Natural-Vibration Frequencies Of
Available online at www.sciencedirect.com Procedia Engineering 57 ( 2013 ) 343 – 352 11th International Conference on Modern Building Materials, Structures and Techniques, MBMST 2013 Simplified Method of Determination of Natural-Vibration Frequencies of Prestressed Suspension Bridge Vadims Goremikinsa,*, Karlis Rocensb, Dmitrijs Serdjuksc, Janis Sliserisd a,b,c,dInstitute of Structural Engineering and Reconstruction, Riga Technical University, Azenes Str. 16, LV-1048, Riga, Latvia Abstract A suspension bridge is the most suitable type for a long-span bridge. Increased kinematic displacements are the major disadvantage of suspension bridges. This problem can be solved by application of prestressed cable truss. Dynamic approach is one of regulated bridge design parts. Simplified determination method of natural-vibration frequencies of prestressed suspension structure and its experimental validation is presented in this paper. Natural-vibration frequencies and mode shapes of the model depending on the prestressing level were determined. It was experimentally proved, that mode shape with one half-wave does not appear for the model. The difference between results, which were calculated by the developed simplified determination method of natural-vibration frequencies of prestressed suspension structure and experimentally achieved by the model testing, does not exceed 20%. Therefore the method is applicable for preliminary dynamic analyses of structures. © 20132013 The The Authors. Authors. Published Published by Elsevier by Elsevier Ltd. Ltd. Selection and and peer-review peer-review under under responsibility responsibility of the ofVilnius the Vilnius Gediminas Gediminas Technical Technical University University. Keywords: mode shapes; cable truss; prestressing; natural frequencies. 1. Introduction Suspension bridges are structures where the deck is continuously supported by the stretched catenary cable [1]. -
Environmental Effects on a Suspension Bridge's Performance
ENVIRONMENTAL EFFECTS ON A SUSPENSION BRIDGE’S PERFORMANCE Robert James Westgate July 2012 Department of Civil and Structural Engineering The University of Sheffield A thesis submitted for the Degree of Doctor of Philosophy in Engineering Environmental Effects on a Suspension Bridge’s Performance DECLARATION This thesis is submitted for the degree of Doctor of Philosophy in the Department of Civil and Structural Engineering at the University of Sheffield. The thesis is based on independent work performed by the Author between October 2008 and July 2012 under the supervision of Professor James M. W. Brownjohn. All the ideas and work are original except where referenced in the text and detailed in the “Division of work” sections of several chapters. The work contained in the thesis has not previously been submitted for any other qualification. Robert James Westgate July 2012 2 Environmental Effects on a Suspension Bridge’s Performance ABSTRACT Current Structural Health Monitoring (SHM) research uses changes in a bridge’s behaviour to locate and quantify the damage in a structure. However the structural responses are also linked to environmental effects, such as its temperature and the traffic load. In order to understand a typical suspension bridge’s behaviour to environmental conditions, studies on the Tamar Suspension Bridge’s response to temperature and traffic are contained in this thesis. This was achieved by observing data collected from long-term monitoring systems installed on the structure, and simulated responses derived from a three-dimensional finite element model of the bridge. The data of the bridge have shown that the profile of the suspension bridge reconfigures when the temperature of its structure increases, causing the deck to sag and expand.