The Math in the Design and Building of Bridges
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Montreal Bridges
The METALLURGICAL HISTORYof MONTREAL BRIDGES AN ONLINE SERIES by H.J. McQueen, Concordia University PART 2 THE VICTORIA TRUSS BRIDGE (1898) — STEEL, HOT RIVETED The METALLURGICAL HISTORYof MONTREAL BRIDGES THE VICTORIA TRUSS BRIDGE (1898) — STEEL, HOT RIVETED Abstract In 1898, the Victoria Truss Bridge1 that crossed the St. ness greater than those of the original bridge. Developments in Lawrence River at Montreal was designed as a double-tracked bridge design from extensive railroad experience indicated steel truss. This new bridge replaced the original single-track that for construction to be completed in 1898, a Pratt truss box-girder and was constructed on the same piers as the origi- design would be more effective; this design would enable dou- nal bridge, which had been built half a century earlier. In the ble-tracking and the addition of roadways (Fig. 1; Szeliski, time between construction of the first and the second bridges, 1987; Victoria Jubilee Bridge, 1898). large-scale steel production had replaced wrought iron produc- Before examining the design of the Victoria Truss Bridge tion because of the cost and strength advantages of steel. This on the original piers (Fig. 2; McQueen, 1992; Szeliski, 1987; transition in Canada and its impact on bridge construction are discussed. The essential role that rivets played in bridge con- struction at this time is also described, with a focus on limited rolling capability and lack of dependable welding. Then, the addition of roadways on the outer sides of the bridge trusses are explored — these provided the first badly needed crossing for carriages and automobiles. Finally, the addition of a spur and lift spans across the Seaway are described. -
Hidden Bridge Defect Investigation and Monitoring
Hidden bridge defect investigation and monitoring A definitive approach to managing hidden defects in bridges A part of James Fisher and Sons plc \ Hidden bridge defect investigation and monitoring Experts in hidden defect management The detection and management of hidden defects in bridges has BridgeWatch® – Setting the standard in structural health monitoring BridgeWatch® uses a highly sophisticated range of sensors, data acquisition equipment and Strainstall’s SAMTM software to provide become an area of increased focus across the infrastructure sector, constant, real-time monitoring in an integrated manner. following a number of high profile structural failures. The hardware system comprises: • A modular network of data acquisition units (DAUs) • Fully integrated systems including GPS, corrosion and weigh-in-motion Strainstall and Testconsult – Experts in hidden defect management • Sensors including; strain gauges, accelerometers, temperature, tilt and displacement transducers • Other data inputs, including inspector records New technologies and techniques make it possible to address Our BridgeWatch® system, based on our Smart Asset The sensors are distributed across areas of interest, resulting in an adaptive system that can be applied to any structure at any point in its defects, significantly increasing safety and increasing the Management (SAM)TM software, is one of the most advanced life cycle for one-off testing or continuous monitoring. lifespan of the asset. monitoring, analysis and data management systems available. TM It provides a comprehensive monitoring solution for a wide With the sophisticated SAM data analytics system, users can run multiple analysis routines, produce reports and generate health CIRIA, in conjunction with Strainstall and other industry range of structures, yielding data-rich insights into the indices for risk-based maintenance planning. -
And Bridge Overloads
FINAL REPORT Development of Risk Models for Florida's Bridge Management System (Reuters) Contract No. BDK83 977-11 John O. Sobanjo Florida State University Department of Civil and Environmental Engineering 2525 Pottsdamer St. Tallahassee, FL 32310 Paul D. Thompson Consultant 17035 NE 28th Place Bellevue, WA 98008 Prepared for: State Maintenance Office Florida Department of Transportation Tallahassee, FL 32309 June 2013 Final Report ii Disclaimer The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the Florida Department of Transportation (FDOT), the U.S. Department of Transportation (USDOT), or Federal Highway Administration (FHWA). Final Report iii SI* (MODERN METRIC) CONVERSION FACTORS APPROXIMATE CONVERSIONS TO SI UNITS SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL LENGTH in Inches 25.4 millimeters mm ft Feet 0.305 meters m yd Yards 0.914 meters m mi Miles 1.61 kilometers km SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL AREA in2 Square inches 645.2 square millimeters mm2 ft2 Square feet 0.093 square meters m2 yd2 square yard 0.836 square meters m2 ac acres 0.405 hectares ha mi2 square miles 2.59 square kilometers km2 SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL VOLUME fl oz fluid ounces 29.57 milliliters mL gal gallons 3.785 liters L ft3 cubic feet 0.028 cubic meters m3 yd3 cubic yards 0.765 cubic meters m3 NOTE: volumes greater than 1000 L shall be shown in m3 SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL MASS oz ounces 28.35 grams g lb pounds 0.454 kilograms -
Development of User Cost Model for Movable Bridge Openings in Florida Bernard Buxton-Tetteh
Florida State University Libraries Electronic Theses, Treatises and Dissertations The Graduate School 2004 Development of User Cost Model for Movable Bridge Openings in Florida Bernard Buxton-Tetteh Follow this and additional works at the FSU Digital Library. For more information, please contact [email protected] THE FLORIDA STATE UNIVERSITY COLLEGE OF ENGINEERING DEVELOPMENT OF USER COST MODEL FOR MOVABLE BRIDGE OPENINGS IN FLORIDA By BERNARD BUXTON-TETTEH A Thesis submitted to the Department of Civil Engineering in partial fulfillment of the requirements for the degree of Master of Science Degree Awarded: Spring Semester, 2004 The members of the Committee approve the thesis of Bernard Buxton-Tetteh defended on March 26, 2004. _______________________________________ John O. Sobanjo Professor Directing Thesis _______________________________________ Renatus N. Mussa Committee Member ________________________________________ Lisa Spainhour Committee Member Approved: ___________________________________________________ Jerry Wekezer, Chair, Department of Civil Engineering The office of Graduate Studies has verified and approved the above-named committee members. ii ACKNOWLEDGEMENTS Thanks to God who provided me with strength and wisdom and by whose grace I have come this far in my educational career. I would like to thank Dr. John O. Sobanjo for his advice, instruction, and support and for giving me the privilege to work him in the pursuance of my Master’s degree. I would also like to thank Dr. Renatus Mussa and Dr. Lisa K. Spainhour for serving on my committee and for their guidance in the preparation of this report. I would like to thank my mother, Madam Victoria for her prayers and my brother Michael who has been a source of inspiration throughout my educational career. -
Historic Bridges in South Dakota, 1893-1943
NEB Ram 10-900-b * QB ND. 1024-0018 (Jan. 1987) UNITED STATES DEPARTMENT OF THE INTERIOR I National Park Service NATIONAL REGISTER OF HISTORIC PLACES QC I & 0 133 MULTIPLE PROPERTY DOCUMENTATION FORM N&T1GH&L j This farm is fear use in documenting rtultiple property groups relating to cne or several historic ccnbexts. Se4 instrtcticns in Guidelines for OQndetinq Naticnal Register Etarrns (National Ragister Bulletin 161. CtrrpiLete each iten by marking "x" in the appccptriate box or hy entering the regjested infcaitHbkn. Rar additional space use cxxtiinuaticn sheets (Ram lO-900-a). Type all entries. A. Name of Multiple Property Listing___________________________________ Historic Bridges in South Dakota, 1893-1943 B. Associated Historic Contexts____________________________________ Historic Bridges in South Dakota, 1893-1943 C. Geographical Data The State of South Dakota DQg See continuation sheet_____________________________________________________________ D. Certification________________________________________________ As the designated authority under the National Historic Preservation Act of 1966, as amended, I hereby certify that this documentation form meets the National Register documentation standards and sets forth requirements for the listing of related properties consistent with the National Register criteria. This submission meets the procedural and professional requirements set forth in 36 CFR Part 60 and the Secretary of the Interior's Standards for Planning and Evaluation. Signature o£ certifying official Date State or Federal agency and bureau I, hereby, certify that this multiple property documentation form has been approved by the National Register as a basis for evaluating E. Statement of Historic Contexts HISTORIC BRIDGES IN SOUTH DAKOTA, 1893-1942 THE FIRST SOUTH DAKOTA BRIDGES AND THEIR BUILDERS Prior to the early 19th century and the establishment of the European- American fur trade in South Dakota, the region's transportation network consisted of the trails and water routes of the Indians. -
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. -
A History of Theory of Structures in the Nineteenth Century
A history of theory of structures in the nineteenth century A history of theory of structures in the nineteenth century T. M. CHARLTON EMERITUS PROFESSOR OF ENGINEERING, UNIVERSITY OF ABERDEEN CAMBRIDGE UNIVERSITY PRESS CAMBRIDGE LONDON NEW YORK NEW ROCHELLE MELBOURNE SYDNEY PUBLISHED BY THE PRESS SYNDICATE OF THE UNIVERSITY OF CAMBRIDGE The Pitt Building, Trumpington Street, Cambridge, United Kingdom CAMBRIDGE UNIVERSITY PRESS The Edinburgh Building, Cambridge CB2 2RU, UK 40 West 20th Street, New York NY 10011-4211, USA 477 Williamstown Road, Port Melbourne, VIC 3207, Australia Ruiz de Alarcon 13,28014 Madrid, Spain Dock House, The Waterfront, Cape Town 8001, South Africa http://www.cambridge.org © Cambridge University Press 1982 This book is in copyright. Subject to statutory exception and to the provisions of relevant collective licensing agreements, no reproduction of any part may take place without the written permission of Cambridge University Press. First published 1982 First paperback edition 2002 A catalogue record for this book is available from the British Library Library of Congress catalogue card number: 81-15515 ISBN 0 52123419 0 hardback ISBN 0 52152482 2 paperback Contents Preface vii 1 Introduction 1 2 Beam systems 14 3 Theory of the arch and suspension bridge 35 4 Elementary theory of frameworks: graphical statics 56 5 Theory of statically-indeterminate frameworks: the reciprocal theorem 73 6 Levy's theory of frameworks and bridge girders 94 7 Early developments of energy principles relating to theory of structures 106 8 The later development and use of energy principles 118 9 Applications of the least work principle: elastic theory of suspension bridges 132 10 Aspects of the further development of theory of structures 140 11 Secondary effects in structures 157 Appendices I A note on C. -
A Context for Common Historic Bridge Types
A Context For Common Historic Bridge Types NCHRP Project 25-25, Task 15 Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 NCHRP Project 25-25, Task 15 A Context For Common Historic Bridge Types TRANSPORATION RESEARCH BOARD NAS-NRC PRIVILEGED DOCUMENT This report, not released for publication, is furnished for review to members or participants in the work of the National Cooperative Highway Research Program (NCHRP). It is to be regarded as fully privileged, and dissemination of the information included herein must be approved by the NCHRP. Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 ACKNOWLEDGEMENT OF SPONSORSHIP This work was sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration, and was conducted in the National Cooperative Highway Research Program, which is administered by the Transportation Research Board of the National Research Council. DISCLAIMER The opinions and conclusions expressed or implied in the report are those of the research team. They are not necessarily those of the Transportation Research Board, the National Research Council, the Federal Highway Administration, the American Association of State Highway and Transportation Officials, or the individual states participating in the National Cooperative Highway Research Program. i ACKNOWLEDGEMENTS The research reported herein was performed under NCHRP Project 25-25, Task 15, by Parsons Brinckerhoff and Engineering and Industrial Heritage. Margaret Slater, AICP, of Parsons Brinckerhoff (PB) was principal investigator for this project and led the preparation of the report. -
COOPER's TUBULAR ARCH BRIDGE Hill Street Bridge New York Cast and Wrought Iron Bridges Spanning Old Erie Canal at Cedar Bay Picn
COOPER'S TUBULAR ARCH BRIDGE HAER No. NY-291 Hill Street Bridge New York Cast and Wrought Iron Bridges Spanning Old Erie Canal at Cedar Bay Picnic Area (Relocated from Canajoharie, Montgomery County» NY) Old Erie Canal State Park MY De Witt Onondaga County New York PHOTOGRAPHS REDUCED COPIES OF MEASURED DRAWINGS WRITTEN HISTORICAL AND DESCRIPTIVE DATA r HISTORIC AMERICAN ENGINEERING RECORD National Park Service Department of the Interior P.O. Box 37127 Washington, D.C. 20013-7127 HISTORIC AMERICAN ENGINEERING RECORD COOPER*S TUBULAR ARCH BRIDGE U (Hill Street Bridge) HAER NO. NY-291 Locat ion: Spans a restored portion of the old Erie Canal at the Cedar Bay Picnic Area, Old Brie Canal State Park, De Witt, Onondaga County, New York. Relocated from Canajoharie, Montgomery County, New York. UTM; y..4153.76/4765992 0&G-& Quadrangle: Syracuse East, 7.5 minute Date of Construction: 18P6-" " Designer/Builder: William B. Cooper* Division Engineer, Office of New- York State Engineer and Surveyor, designer; Melvin A. Nash, Fort Edward, New York, builder. Present Owner: New York State Office of Parks, Recreation and Historic Preservation, Central Region, Jamesville, New York. Present Use: Pedestrian bridge Significance: Cooper's Tubular Arch Bridge was built in 1886 for the Town of Canajoharie, New York by Melvin A. Nash, a Fort Edward, New York bridge builder. It is the only extant example of superstructures fabricated on the 1873 patent of civil engineer William B. Cooper, then employed on the New York State Canals. In 1975, the bridge was acquired by the Central New York State Park and Recreation Commission and moved to the Old Erie Canal State Park in De Witt, where it now carries pedestrians and service vehicles across a restored COOPER'S TUBULAR ARCH BRIDGE HAER NO. -
Water, Networks and Crossings Contents Contents
WATER , NETWORKS AND CROSSINGS CONTENTS 3 Water, networks and crossings Contents Contents .............................................................................................................................................. 164 3.1 WATER BALANCE ............................................................................................................................ 166 3.1.1 Earth ....................................................................................................................................... 166 3.1.2 Evaporation and precipitation ................................................................................................. 167 3.1.3 Runoff ..................................................................................................................................... 169 3.1.4 Static balance ......................................................................................................................... 174 3.1.5 Movement ignoring resistance................................................................................................ 175 3.1.6 Resistance .............................................................................................................................. 178 3.1.7 Erosion and sedimentation ..................................................................................................... 184 3.1.8 Hydraulic geometry of stream channels ................................................................................. 186 3.1.9 River morphology................................................................................................................... -
AA-765 Bridge 2081, Weems Creek Bridge
AA-765 Bridge 2081, Weems Creek Bridge 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: 06-11-2004 INDIVIDUAL PROPERTY/DISTRICT MARYLAND HISTORICAL TRUST INTERNAL NR-ELIGIBILITY REVIEW FORM Property /District Name: Bri dqe 2081 Survey Number: ....A-"-A-'---:..-7=65"==== Project: MD 436 over Weems Creek. Annaoolis MD Agency: SHA/FHWA Site visit by MHT Staff: _X_ no =yes Name========= Date====== Eligibility recommended ~X- Eligibility not recommended== Criteria: _X_A =B _x_c =D Considerations: A =B =c =D =E =F =G =None Justification for decision: CUse continuation sheet if necessary and attach map) Bridge No. 2081 is eligible for the National Register under Criteria A and C for ~Transportation and Engineering. -
SAM PRONATION BRIDGE for Fast Transportation and Ship Convenience
ISSN(Online): 2319-8753 ISSN (Print): 2347-6710 International Journal of Innovative Research in Science, Engineering and Technology (A High Impact Factor, Monthly, Peer Reviewed Journal) Visit: www.ijirset.com Vol. 7, Issue 5, May 2018 SAM PRONATION BRIDGE for Fast Transportation and Ship Convenience Shubham Sortee 1, Ankit Khiradkar 1, Milind Gaymukhe 1, Avinash Madne 1, Shraddha Mandaokar 1, Manoj Deosarkar 2 Engineering Student, Department of Civil Engineering, Dr. D Y Patil School of Engineering and Technology College, Lohgaon, Pune, India 1 Assistant Professor, Department of Civil Engineering, Dr. D Y Patil School of Engineering and Technology College, Lohgaon, Pune, India 2 ABSTRACT: The bridge is a structure which makes transportation easy and fast as per demand of day to day increasing traffic volume, which are made for saving time and provide ease in personal and professional lifestyle. The structural concept is developed from the existing bascule bridges. The bridge we are going to design is not been used before, it is not very different than existing bridges. It’s kind of similar to the rotational bridges but they are suspended on pier at the centre which is constructed on the river, lake, etc. and it is also very difficult to construct such a piers for long span bridges, hence the “SAM PRONATION BRIDGE” is a solution for this. The mechanism that we are providing for rotation, need some power for making movement of bridge, so the connections of controls are from bank of river or lake, hence reduces the chances of failure. In this project we have consider all the cons of existing bridges and trying to make some improvement in them.