CEM417-Week 3
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Truss Bridge - Wikipedia, the Free Encyclopedia
Truss bridge - Wikipedia, the free encyclopedia http://en.wikipedia.org/wiki/Truss_bridge Truss bridge From Wikipedia, the free encyclopedia Truss bridge A truss bridge is a bridge composed of connected elements (typically straight) which may be stressed from tension, compression, or sometimes both in response to dynamic loads. Truss bridges are one of the oldest types of modern bridges. The basic types of truss bridges shown in this article have simple designs which could be easily analyzed by nineteenth and early twentieth century engineers. A truss bridge is economical to construct owing to its efficient use of materials. Truss bridge for a single track railway, converted to pedestrian use and pipeline support Ancestor Beam bridge Contents Related NONE 1 Design Descendant Cantilever bridge, truss arch 2 History in the United States bridge, transporter bridge, lattice 3 Roadbed types bridge 4 Truss types used in bridges Carries Pedestrians, pipelines, 4.1 Allan truss 4.2 Bailey bridge automobiles, trucks, light rail, 4.3 Baltimore truss heavy rail 4.4 Bollman truss Span range Short to medium - Not very long 4.5 Bowstring arch truss (Tied arch bridge) unless it's continuous 4.6 Brown truss 4.7 Brunel Truss Material Timber, iron, steel, reinforced 4.8 Burr Arch Truss concrete, prestressed concrete 4.9 Cantilevered truss Movable May be movable - see movable 4.10 Fink truss 4.11 Howe truss bridge 4.12 K truss Design effort Medium 4.13 Kingpost truss 4.14 Lattice truss (Town's lattice truss) Falsework Depends upon length, materials, 4.15 -
Historic Bridges Multiple Property Documentation Form
NPS Form 10-900-b OMB No. 1024-0018 UNITED STATES DEPARTMENT OF THE INTERIOR National Park Service National Register of Historic Places Multiple Property Documentation Form This form is used for documenting property groups relating to one or several historic contexts. See instructions in National Register Bulletin How to Complete the Multiple Property Documentation Form (formerly 16B). Complete each item by entering the requested information. _______ New Submission ____X____ Amended Submission A. Name of Multiple Property Listing Metal Truss, Masonry and Concrete Bridges of Vermont, 1820-1978 B. Associated Historic Contexts (Name each associated historic context, identifying theme, geographical area, and chronological period for each.) I. Metal Truss, Masonry, and Concrete Bridges in Vermont: 1820-1940 (Rudge 1989) II. Bridge Construction in Vermont: 1940-1978 III. Vermont Bridge Engineers C. Form Prepared by: 1990 Document: name/title: Heather Rudge organization: Vermont Division for Historic Preservation street & number c/o Pavilion Office Building Post Office city or town Montpelier state Vermont zip code 05602 e-mail n/a telephone 802-828-3226 date: December 15, 1989 2018 Document: name/title Steven Bedford, Camilla Deiber, and Lauren Hoopes organization Louis Berger U.S., Inc. street & number 20 Corporate Woods Boulevard city or town Albany state New York zip code 12211 e-mail [email protected] telephone 518.514.9312 date April 9, 2018 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. -
Three-Dimensional Numerical Simulation of the Dynamic Interaction Between High-Speed Trains and a Steel-Truss Arch Bridge
Three-dimensional numerical simulation of the dynamic interaction between high-speed trains and a steel-truss arch bridge *Qing Zeng1), Elias G. Dimitrakopoulos2) and Cheuk Him LO3) 1), 2), 3) Department of Civil and Environmental Engineering, Hong Kong University of Science and Technology, Clear Water Bay, Kowloon, Hong Kong 1) [email protected] ABSTRACT The present paper studies the dynamic interaction between high-speed trains and a steel-truss arch bridge with the proposed vehicle-bridge interaction (VBI) model. The train vehicle is treated as a 3D multibody assembly, consisting of one car body, two bogies and four wheelsets. The bridge is simulated with the finite element method (FEM). Particularly, the bridge deck is modeled with shell elements. The contact forces between wheels and rails are derived based on a kinematical constraint on the acceleration level. Key feature of the proposed scheme is the matrix character of the formulation, which results in a set of condensed equations of motion for the VBI system. Track irregularities and wind loading are taken as the excitation to the VBI system. 1. INTRODUCTION To meet the increasing economic and social demands for safer and more efficient transportation, an increased number of high-speed railways (HSR’s) have been built throughout the world, and especially in China. Compared with the conventional railway lines, HSR’s utilize a higher percentage of bridges (Xia, Zhang et al. 2012), mainly for reasons of preventing track settlements and reducing interruptions by surroundings. As a reference, 1059 km of the Beijing-Shanghai HSR line (1318 km long) is on (244) bridges, accounting for a ratio of 80.5%. -
Aerodynamic Performance of Long Span Steel Truss Bridges in Indonesia
MATEC Web of Conferences 195, 02032 (2018) https://doi.org/10.1051/matecconf/201819502032 ICRMCE 2018 Aerodynamic performance of long span steel truss bridges in Indonesia 1,* 2 Suangga Made and Irpanni Herry 1Civil Engineering Department, Bina Nusantara University, Jl. K. H. Syahdan No. 9 Jakarta Indonesia 2Ministry of Public Work and Housing, Jl. Pattimura No. 20 Jakarta Indonesia. Abstract. Indonesia is the world’s largest archipelago with many major rivers in the big islands of Sumatera, Kalimantan, and Java. As part of its road network, major bridges are constructed to cross these rivers. Considering the span of the bridges and its aesthetic point of view, the application of Long Span Steel Truss Bridges in Indonesia is very popular among others. Its span varies from 70 to 270 meters in length. For long span bridges, aerodynamics is an important aspect for the design and construction of the bridges. In order to ensure the stability of the bridges against the aerodynamic effect of the wind, wind tunnel study and test has been conducted for most of the bridges. This paper presents the parameter and characteristic of several Long Span Steel Truss Bridges in Indonesia, i.e. Tayan Kapuas Bridge, Musi VI Bridge, New Kutai Kartanegara Bridges and Teluk Mesjid Bridge. The bridges will be assessed against BD 49/01. Parameters and assessment results are then compared with wind tunnel results. 1 Introduction Indonesia is the world’s largest archipelago country. The main islands are Java, Kalimantan, Sumatera, Sulawesi, and Papua. Indonesia has many rivers and the majority of Indonesia’s population lives near water, both on the coast or along rivers and lake shores. -
Overview of Concrete Filled Steel Tube Arch Bridges in China Bao-Chun Chen1 and Ton-Lo Wang, M.ASCE2
Overview of Concrete Filled Steel Tube Arch Bridges in China Bao-Chun Chen1 and Ton-Lo Wang, M.ASCE2 Abstract: This paper briefly introduces the present situation of concrete filled steel tube ͑CFST͒ arch bridges in China. More than 200 CFST arch bridges were investigated and analyzed based on the factors of type, span, erection method, geometric parameters, and material. Some key issues in design calculation were presented, such as check of strength, calculation of section stiffness, and joint fatigue strength. It will provide a comprehensive reference of CFST arch bridges for the bridge designers and builders. DOI: 10.1061/͑ASCE͒1084-0680͑2009͒14:2͑70͒ CE Database subject headings: Steel; Tubes; Design; Construction; Bridges, arch; China. Introduction arch, through rigid-frame tied arch, and fly-bird-type arch ͑half- through tied rigid-frame arch͒͑Fig. 1͒. It should be noted that for Concrete filled steel tube ͑CFST͒ arches surpass steel tubular the deck and half-through arch with thrust, the span is clear span; arches and reinforced concrete arches. The filled-in concrete de- where as for the no-thrust arch, the span is from the center line of lays local buckling of the steel tube. The steel tube reinforces the pier to pier. concrete to resist tension stresses and improve its compression strength and ductility. Moreover, in construction, the tube also acts as a formwork for the concrete. With the rapid development Deck Arch Bridge of the economy in China, CFST arch bridges become a good In deck bridge, the arch ribs can be several vertical dumbbell ͑two alternative to reinforced concrete ͑RC͒ arch bridges or steel arch tubes͒ shaped CFST ribs in medium span bridges or two vertical bridges ͑Chen 2005͒. -
An Overview of Concrete and CFST Arch Bridges in China
An overview of concrete and CFST arch bridges in China B. Chen College off Civil Engineering, Fuzhou University ABSTRACT: The general information on stone, steel, concrete and concrete filled steel tubular (CFST) arch bridges in China has been introduced. An investigation on concrete and CFST arch bridges in China is carried out. The survey has shown that there are more than 151 concrete arch bridges and more than 130 CFST arch bridges with a span equal or longer than 100m built or under construction in China. General information of span, structural types, construction method and some key parameters in structure are analyzed based on statistical data from the investigation. At last, the development of arch bridges in China is prospected. 1 INTRODUCTION Arch bridge is a main bridge type in China. Stone arch bridge has long history and achieved high prestige, such as the Chaw-Zhou Bridge, completed in 605 A.D. with a span of 37.4m, which is still in service today. Stone arch bridges are adopted widely in highways in 1950-1970s. Even at present, they are also used in hilly or mountainous areas. New Danhe Bridge, opened to traffic in 2000, is a stone arch bridge with a span of 146m and deck width of 24.8m. It ranks as the world’s longest span stone arch bridge (Chen 2005). It is well known that reinforced concrete (RC) can be used economically in arch bridges ranging from 35 to 200m. Many RC arch bridges have been built in China. The statistics shows that around 70% of highway bridges are arch bridges until 1990s (Xiang 1993). -
Bridge Engineering Handbook
Li, G., Xiao, R. "Bridge Design Practice in China." Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000 Section VII Worldwide Practice © 2000 by CRC Press LLC 63 Bridge Design Practice in China 63.1 Introduction Historical Evolution • Bridge Design Techniques • Experimental Research of Dynamic and Seismic Loads • Wind Tunnel Test Techniques • Bridge Construction Techniques 63.2 Beam Bridges General Description • Examples of Beam Bridges 63.3 Arch Bridges General Description • Examples of Masonry Arch Bridge • Examples of Prestressed Concrete, Reinforced Concrete, and Arch Bridges 63.4 T-Type and Continuous Rigid Frame Bridges General Description • Examples of T-Type Rigid Frame Bridge • Examples of Continuous Rigid Frame Bridges 63.5 Steel Bridges General Description • Examples of Steel Bridges 63.6 Cable-Stayed Bridges General Description • Examples of Guohao Li Cable-Stayed Bridges Tongji University 63.7 Suspension Bridges Rucheng Xiao General Description • Examples of Tongji University Suspension Bridges 63.1 Introduction 63.1.1 Historical Evolution With a recorded history of about 5000 years, China has a vast territory, topographically higher in the northwest and lower in the southeast. Networked with rivers, China has the well-known valleys of the Yangtze River, the Yellow River, and the Pearl River, which are the cradle of the Chinese nation and culture. Throughout history, the Chinese nation erected thousands of bridges, which form an important part of Chinese culture. © 2000 by CRC Press LLC FIGURE 63.1 Anji Bridge. Ancient Chinese bridges are universally acknowledged and have enjoyed high prestige in world bridge history. They can be classified into four categories: beam, arch, cable suspension, and pontoon bridges. -
Congress “Bridges in the World Heritage” IMPRINT
2017 HEADING FOR A SERIAL UNESCO WORLD HERITAGE Congress “Bridges in the World Heritage” IMPRINT LEGAL NOTICE: The editors refuse any responsibility for the material which was provided by the author of the report for publishing in this volume. These reports may not be reproduced, in whole or in part, in any form without permission. Editors: michael kloos.planning and heritage consultancy Baharak Seyedashrafi | Architect and Cultural Heritage Specialist M.A. Prof. Dr.-Ing. Michael Kloos | Architect and Urban Planner AKNW / SRL Lothringerstraße 95 | 52070 Aachen, Germany Tel. +49 (0) 241 199 288 0 [email protected] www.michaelkloos.de Büro für Industriearchäologie Dipl.-Ing. Rolf Höhmann Annastraße 26A | 64285 Darmstadt, Germany Tel. +49 (0) 6151 - 25975 [email protected] Project Management „Serial Transnational World Heritage“ Müngsten Bridge: Dipl.-Ing. Bauassessor Carsten Zimmermann Klingenstadt Solingen Büro Oberbürgermeister Abteilungsleiter Strategische Planung Tel. +49 (0) 212 290 - 3407 E-Mail: [email protected] Conception: Klingenstadt Solingen Büro Oberbürgermeister Abteilung Strategische Planung Rathausplatz 1, 42651 Solingen Co-organizers: International Council of Monuments and Sites (ICOMOS) The International Committee for the Conservation of the Industrial Heritage (TICCIH) Layout: Klingenstadt Solingen, Mediengestaltung Rathausplatz 1, 42651 Solingen Print: TABLE OF CONTENT WELCOMING WORDS Preface of the three German mayors .............................................................................................................................................5