Truss Bridge - Wikipedia, the Free Encyclopedia
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
How Have People, Past and Present, Moved Around the Gwent Levels?
PART SIX How have people, past and present, THE BIG PICTURE moved around the Gwent Levels? Newport 500 years ago Images bottom-left to top-right: Ed Drewitt (1 & 3); Peter Power/Newport Museums and Heritage Service; Chris Harris; Tiia Monto; Anne Leaver How has Newport changed from a town to a city? p. 63 SECTION FIVE Moving goods around Newport Why might Newport’s transporter bridge become a World Heritage Site? p. 62 e n i a l u o p a d e l l a c e o h s d e SECTION FOUR t n SECTION ONE i Shifting muds – what’s o p Newport’s expansion beneath our feet? a g SECTION TWO in How has its growth Investigate how local r SECTION THREE a affected the Gwent The Newport Ship e channels and rivers have w Black Rock and Rogiet r Levels? p. 54 o Write a ship’s log of the journey changed over time. p. 61 il a How have these two places s arriving at Newport. pp. 57 – 58 se e been important transport links? u g u pp. 59 – 60 rt o P ry tu en c th 15 y a e b ad s m rint otp e fo are th These SECTION ONE Moving around the Gwent Levels A few hundred years ago people living on the Gwent Levels didn’t travel very far from where they lived or worked. Farm equipment was very basic and much of the hard labour was done by hand. Over time, farming became mechanised as technology and tools became more sophisticated and quicker; there was a move from using horses Partly developed Tarmacked farm road small farm track with public right of way and people to do work to tractors and Image: Peter Clayton Image: Mike Faherty machines. -
CSX Rolling Lift Bridge
Issue 41 use this 10/4/06 12:50 Page 1 In the picture The definitive publication for bridge professionals worldwide | Issue No. 41 | Fourth Quarter 2005 | www.bridgeweb.com Issue 41 use this 10/4/06 12:51 Page 2 movable bridges A moving story The sheer scope and variety of movable bridges that have been built in the last decade demonstrate just a few of the exciting possibilities that are available to designers and architects. Charles Birnstiel, Jeffrey Routson, and Paul Skelton explain movable bridge is generally a bridge across a navigable waterway ropes that pass over sheaves at the rest piers of the lift span; these sheaves that has at least one span which can be temporarily moved in order are usually on top of the towers. The counterweights minimise the energy to increase vertical clearance for vessels sailing through the channel. required to move the span. Vertical lift bridges can be categorised by the drive Few of the thousands of existing movable highway and railway machinery location; the main types of balanced vertical lift bridges are: the Abridges are alike, considering their architectural, structural, and span drive, the tower drive, the connected tower drive, and the pit drive, or mechanical features. Yet movable bridges can be classified on the basis of the table lift. motion of their movable spans; in terms of the displacement and axes of The movable span of a swing bridge rotates about a vertical, or pivot axis. displacement (see table). If this is at the centre of the span, it is said be symmetrical or to have equal The movable deck, or leaf, of a simple trunnion bascule rotates about length arms; otherwise it is unsymmetrical or bobtailed. -
Stillwater Lift Bridge Management Plan
Stillwater Lift Bridge Management Plan Mn/DOT Bridge 4654 Report prepared for Minnesota Department of Transportation Report prepared by www.meadhunt.com and March 2009 Minnesota Department of Transportation (Mn/DOT) Historic Bridge Management Plan Bridge Number: 4654 Executive Summary The Stillwater Lift Bridge (Bridge No. 4654), completed in 1931, is a 10-span, two-lane highway crossing of the St. Croix River, between Stillwater, Minnesota, on the west and Houlton, Wisconsin, on the east. It is owned by the Minnesota Department of Transportation (Mn/DOT). The bridge currently carries Minnesota Trunk Highway (TH) 36 and Wisconsin State Trunk Highway (STH) 64, in addition to pedestrian traffic. The bridge includes a counterweighted, tower-and-cable, vertical-lift span of the Waddell and Harrington type. The total structure length is about 1,050 feet. The bridge has seven, 140- foot, steel, riveted, Parker truss spans, including the vertical lift span. There are two reinforced-concrete approach spans on the west and a rolled-beam jump span on the east. At the west approach to the bridge is a reinforced-concrete circular concourse, about 94 feet in diameter, designed with Classical Revival architectural treatment. The concourse is integrated with the west approach spans in materials and design, including a continuous, open-balustrade railing. The bridge, including the concourse, is listed in the National Register of Historic Places (National Register). The concourse is included in the Stillwater Commercial Historic District (also listed in the National Register). The bridge and concourse are within the Stillwater Cultural Landscape District (determined eligible for the National Register). -
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. -
Download Historical Engineering Works in North East England Leaflet
Durham County has many HEWs of signifi cance but ICE North East has produced a number of leafl ets the city itself has one of the world’s fi nest buildings exemplifying the unique, historical and important bridges and a great engineering feat, Durham Cathedral, across the North East. Publications are held in Tourist which is designated a UNESCO World Heritage Site. Information Centres across the region and are available to download at www.ice.org.uk/northeast. Durham City is also the location for several other HEWs including the fi ne Prebends Bridge (HEW 1966), built following the great fl ood of 1771. Robert Stephenson trail This leafl et and the places you can visit give an Historical Engineering Works It is perhaps remarkable to note that one of the insight into the background of Robert Stephenson’s greatest 20th century engineers, Sir Ove Arup, upbringing, education, early career and creation of in North East England who was responsible for the Sydney Opera House, impressive engineering structures which remain in regarded one of his fi nest works to be Kingsgate daily use as part of life in the North East. Bridge (HEW 178), a footbridge over the River Wear in Durham City. Bridges over the Tees The unusual, impressive and noteworthy structures across the River Tees are highlighted in this publication including iconic structures such as the Grade II listed Transporter Bridge and award winning Infi nity Bridge. Historic border bridges This leafl et provides an insight into the historic signifi cance of the magnifi cent border bridges. The list Durham Cathedral of bridges in this beautiful county of Northumberland is endless but the nine bridges included are particularly impressive structures worthy of note. -
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. -
Newport Transporter Bridge and Industry Along the River Pdf, Epub, Ebook
NEWPORT TRANSPORTER BRIDGE AND INDUSTRY ALONG THE RIVER PDF, EPUB, EBOOK Jan Preece | 96 pages | 15 Jan 2019 | Amberley Publishing | 9781445677859 | English | Chalford, United Kingdom Newport Transporter Bridge and Industry Along the River PDF Book A tug boat the Albatross was reputed to have been the cause of the wave that capsized the ferry. Another life belt was thrown and the two men dragged her to shore on the East Bank. The bridge was closed on 16 February , because of operational problems, but re-opened again on 4 June. Southern bypass Newport. Tom Steel. It is one of only two operational transporter bridges in Britain, the other being the Tees Transporter Bridge. Wikimedia Commons has media related to Newport Transporter Bridge. The boat quickly filled and the occupants were compelled to take to the water. New steel was prepared and painted at our facility in Bolton before being installed onsite by rope access trained engineers. National Entertainment News. For me, lockdown has been a time to explore the local area, so back in July we went up the Transporter Bridge in Newport. When will my order be ready to collect? A view of the River Usk running alongside Newport city centre in My Grandfather spent all his years maintaining the bridge and was approached years after his retirement by the engineers who wanted to reopen the bridge, as his knowledge of what work was needed to be done for the bridge to operate safely was required. I felt a huge sense of achievement when I got to the top, but then there was the issue of crossing the bridge, this time with the world below me even more visible through the grilled metal floor. -
Thursday 6 July 2017
Thursday 6th July 2017 09:30 Registration desk open: Tea and coffee on arrival 10:30-11:00 Welcome from the Ironbridge International Institute for Cultural Heritage and the Ironbridge Gorge Museum Trust Keynote Address: David Blockley 11:00-11:45 Reading Bridges: Structure and Meaning Keynote Address: Travis Elborough 11:45-12:30 The Tall Story of A Transatlantic Crossing: How London Bridge Went to America 12:30-13:30 Lunch (1) Bridges of Taiwan followed Connecting Cultures and Stories on the Bridge by (2) Bridges as Industrial Communities Heritage 13:30-15:00 Room: Sydney Harbour Bridge Room: Golden Gate Bridge Room: Rialto Bridge (1) SHY Gwo-Long Shu-yi WANG Yanwei Han Bridge: A Witness of Taiwanese From Segregation to Social Heritage Narratives, a Bridge Vitality Inclusion: Bridging the Difficult for Transformation, Connection 13:30-14:00 Past and Communication Chao-Shiang Li (Patrick) Patrick Fitzgerald Ceri Houlbrook A tale of two bridges in Hutong, Across the Bridge of Hope: Unlocking the Love-Lock Taiwan. The Convergence Crossing divides in an Irish 14:00-14:30 between the industrial past and migration context the commodified present Camilo Contreras Fredric L Quivik Hulya Sonmez Schaap People and coal. The railway Steel Bridges on the Great Plains: The Bridge as a Witness to life, bridge support and witness the Connecting the Desolate Plains Comrade to people and an 14:30-15:00 development of the coalfield with Industrial America, 1880- Essential piece of a city Coahuila, Mexico 1920 15:00-15:30 TEA Bridges as Industrial Heritage Connecting Cultures and Bridge Museums and Visitor Crossing the Ironbridge Communities Centres Gorge 15:30-17:00 Room: Sydney Harbour Bridge Room: Golden Gate Bridge Room: Rialto Bridge Room: The Ironbridge Crisitna Matouk Rebecca Burrow Tosh Warwick Roger White Bridge Ojuela, 1898. -
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%. -
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................................................................................................................... -
Bulletin 44:Butlletí 35
Bulletin 44:Butlletí 35 20/4/09 09:40 Página 1 I recently returned from two week’s travel in India, conducted independently and as member of the Board of TICCIH Sweden. It resulted in a number of contacts and initiatives that I would like to explain. I believe the Opinion time is ripe for a collected effort to deepen and extend TICCIH’s contacts with Asia. This is especially urgent since the long-expected TICCIH conference in China had to be cancelled. In the spring of 2006, Divay Gupta, our representative in India who works at the Indian National Trust for Art and Cultural Heritage (INTACH), proposed an Dr Jan af Geijerstam www.mnactec.com/ticcih intermediate TICCIH conference in his country, but nothing came of it. That proposal still stands, though as an NGO, INTACH’s economic resources are limited. I am quite convinced that an excellent conference can The need for be carried out in India. TICCIH to act in Two prime candidates are firstly Mumbai, which has a rich industrial heritage with several areas of Asia international importance including the textile mills and the port, today under extreme threat from change, and secondly the former Union Carbide factory site in Bhopal, Madhya Pradesh. In both cities there are active local actors and scholars engaged in preserving and developing former industrial sites, and are easily accessible by air. The conference could combine a workshop in Bhopal with a more general program in Mumbai. The opportunities – and challenges – in the area of industrial archaeology and heritage in Asia are immense. -
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.