Dynamics Response of Beam on Elastic Foundation with Axial Force to Partially Distributed Moving Loads
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Bicentennial History Wesley Methodist Church, Chester
BICENTENNIAL HISTORY WESLEY METHODIST CHURCH, CHESTER Brian C Heald March 2012 BICENTENNIAL HISTORY: WESLEY METHODIST CHURCH, CHESTER This document brings together material from many sources and contributors, acknowledged on page 151, including the Wesley Scrapbooks assembled by Rosemary Hall and past Church Newsletters and publications. Particular thanks are due to Robin Spencer for his proof reading and editorial advice. CONTENTS Section Title Page 1 The Beginning of Methodism in Chester 1 2 The Octagon Chapel and Commonhall Street: 1764 - 1812 3 3 St. John Street Wesleyan Chapel, 1811 - 1906 5 4 St. John Street Wesleyan Chapel 1906 - 1926 11 5 St. John Street Methodist Church 1926 - 1970 15 6 Methodist 19th Century Branching and 20th Century Re-integration 20 7 A United Church- ‘Wesley’: 1970 - 1986 26 8 Church Roof Failure and A New Vision for Wesley: 1986 - 2010 32 9 Wesley ‘Renewal 2010’ 42 10 Overview of Ministers, Organists, Membership, Registers & Circuit Scope 49 11 Wesley Church Centre Going Forward: 2012 52 Appendices 57 Appendix 1 Current Wesley History Leaflet (Sept 2011) 59 Appendix 2 Brief Summary of John Wesley’s Life 61 Appendix 3 Wesley Magazine Article re St. John Street Land Ownership (J. & C. Potts) 62 Appendix 4 Wesley, Chester’s Scrap Book No. 1 Excerpts (Rosemary Hall) 64 Appendix 5 Extract from ‘Reminiscences of Chester Methodism’ (Kenneth Bounds) 68 Appendix 6 Typed Extract from Journal of Mary Lowe (1761 - 1819) 69 Appendix 7 History of Methodism (ref. Wikipedia , 18/9/11) 70 Appendix 8 Note from Cyril Morris -
Failed Bridges Case Studies, Causes and Consequences
Failed Bridges Case Studies, Causes and Consequences Joachim Scheer Failed Bridges Case Studies, Causes and Consequences Joachim Scheer The Author Univ.-Professor em. Dr.-Ing. Dr.-Ing. E. h. Joachim Scheer Wartheweg 20 30559 Hannover Germany Translated by Linda Wilharm, Hannover, Germany Cover Scaffolding collapse during construction of the Laubach valley viaduct. Photo: c Professor Joachim Scheer All books published by Ernst & Sohn are carefully produced. Nevertheless, authors, editors, and publisher do not warrant the information contained in these books, including this book, to be free of errors. Readers are advised to keep in mind that statements, data, illustrations, procedural details or other items may inadvertently be inaccurate. Library of Congress Card No.: applied for British Library Cataloguing-in-Publication Data A catalogue record for this book is available from the British Library. Bibliographic information published by the Deutsche Nationalbibliothek The Deutsche Nationalbibliothek lists this publication in the Deutsche Nationalbibliografie; detailed bibliographic data are available on the Internet at http://dnb.d-nb.de. c 2010 Wilhelm Ernst & Sohn, Verlag fu¨ r Architektur und technische Wissenschaften GmbH & Co. KG, Rotherstraße 21, 10245 Berlin, Germany All rights reserved (including those of translation into other languages). No part of this book may be reproduced in any form – by photoprinting, microfilm, or any other means – nor transmitted or translated into a machine language without written permission from the -
Professional and Academic Journal Articles About the Lancashire and Yorkshire Railway
Professional and Academic Journal articles about the Lancashire and Yorkshire Railway In 2013 a small team of LYRS members started to read through all the editions of The Engineer held electronically by ‘Grace’s Guide’. When we started we had access to issues of The Engineer from 1856 to 1930 – that’s nearly 4000 issues. We noted the main points of each reference to the LYR, its predecessor, the companies it took over, and its people. This is the result of our work: nearly 2,500 references from The Engineer and The Electrical Review (there are fewer editions of The Electrical Review on line, and they are not all in the same place). Searching This is a fully searchable pdf file. In most pdf readers you should press Ctrl F. This should bring a small search window onto your screen. Type your search term into this search window Type your search term into the window, press Enter and you will be taken to the first mention of your search term in the text. Press Enter again to find the next one, and so on. For each entry there are eleven columns: Column heading Brief description. Brief description of article This is a short paragraph that outlines what is in the full article. Author of article Most articles are anonymous. Named authors are cited here. Title of article This is the main title or the article. But where there is a long article of different sections this might be the section heading. Key words, names, or phrases A few words that sum up what the article is about. -
Holistic Approach in Engineering Design - Controlling Risks from Accidental Hazards in Bridge Design
Holistic approach in engineering design - controlling risks from accidental hazards in bridge design Björnsson, Ivar 2015 Link to publication Citation for published version (APA): Björnsson, I. (2015). Holistic approach in engineering design - controlling risks from accidental hazards in bridge design. Lund University (Media-Tryck). Total number of authors: 1 General rights Unless other specific re-use rights are stated the following general rights apply: Copyright and moral rights for the publications made accessible in the public portal are retained by the authors and/or other copyright owners and it is a condition of accessing publications that users recognise and abide by the legal requirements associated with these rights. • Users may download and print one copy of any publication from the public portal for the purpose of private study or research. • You may not further distribute the material or use it for any profit-making activity or commercial gain • You may freely distribute the URL identifying the publication in the public portal Read more about Creative commons licenses: https://creativecommons.org/licenses/ Take down policy If you believe that this document breaches copyright please contact us providing details, and we will remove access to the work immediately and investigate your claim. LUND UNIVERSITY PO Box 117 221 00 Lund +46 46-222 00 00 Holistic approach in engineering design Controlling risks from accidental hazards in bridge design Ívar Björnsson DOCTORAL DISSERTATION by due permission of the Faculty of Engineering, Lund University, Sweden. To be defended at Lecture hall MA1 in the Mathematics Annex building, Sölvegatan 20, Lund on the 6th of November 2015 at 10.15. -
Iron, Engineering and Architectural History in Crisis: Following the Case of the River Dee Bridge Disaster, 1847
$UFKLWHFWXUDO Taylor, W 2013 Iron, Engineering and Architectural History in Crisis: Following the Case of the River Dee Bridge Disaster, 1847. Architectural +LVWRULHV Histories, 1(1): 23, pp. 1-13, DOI: http://dx.doi.org/10.5334/ah.ao ARTICLE Iron, Engineering and Architectural History in Crisis: Following the Case of the River Dee Bridge Disaster, 1847 William M Taylor*, 1 This paper establishes relations—historical, material and evidential connections—between two responses to a ‘crisis’. The first features in the history of industrialised iron construction, specifically period report- ing on the spectacular collapse of the River Dee bridge in Cheshire, England, in 1847. The second response highlights a blind spot in the historiography of modern architecture. Robert Stephenson became suspect when his cast- and wrought-iron railway bridge across the River Dee failed, resulting in death and injury and continuing uncertainty as to its cause. At the time the incident sparked national furore, setting off a coroner’s inquest followed by a Royal Commission into the perilous state of Britain’s bridges. The inquest jury concluded no one was to blame; rather, it was an accident brought about by use of iron, an uncertain and “treacherous” metal. This explanation has failed to satisfy contemporary materials specialists who have reopened the case, albeit under different terms of reference. The paper examines the initial verdict, firstly, in view of aspects of the social context of evidence and proof prevailing at the inquest and, secondly, given historical writing on iron construction whereby the inquest’s seemingly imprecise and arbitrary judgment is taken as sign of the subsequent progress of engi- neering as a practical and moral science. -
Investigation on the Use of Iron and Steel for Restoration Purposes During
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by UPCommons. Portal del coneixement obert de la UPC Hui-Yin Lee INVESTIGATION ON THE USE OF IRON AND STEEL FOR RESTORATION PURPOSES DURING 19TH AND 20TH CENTURY Hui-Yin Lee INVESTIGATION ON THE USE OF IRON AND STEEL FOR RESTORATION PURPOSES DURING 19TH AND 20TH CENTURY Spain l 2008 DECLARATION Name: Hui-Yin Lee Email: [email protected] ID nº: 214274530 Title of the INVESTIGATION ON THE USE OF IRON AND STEEL FOR RESTORATION Msc Dissertation: PURPOSES DURING 19TH AND 20TH CENTURY Supervisor(s): Pere Roca I Fabregat Year: 2008 I hereby declare that the MSc Consortium responsible for the Advanced Masters in Structural Analysis of Monuments and Historical Constructions is allowed to store and make available electronically the present MSc Dissertation. University: Technical University of Catalonia (UPC) Date: 17h July 2008 Signature: Acknowledgement I am deeply indebted to my supervisor Prof. Pere Roca I Fabregat, who is always positive and helpful for his students. I would like to express my gratitude to all those who gave me the possibility to complete this thesis. I want to thank the Erasmus Mundus Programmr for giving me this opportunity to particiapte in this Master and financial support. Especially, I would like to give my special thanks my family for their support all the way. I am thankful to all my family members for their thoughtfulness and encouragement. " At last but not least, I would like to thanks all of the friends who I made in Europe for all the good time we shared. -
Flyover Between Building in Japan
Flyover Between Building In Japan. 16-story building in Japan notable for highway going through it This article is about the Gate Tower Building in Fukushima-ku, Osaka, Japan. For the one in Rinku Town, see Rinku Gate Tower Building. Gate Tower BuildingゲートタワービルLocation within JapanGeneral informationTypeOffice buildingLocation5-4-21 Fukushima, Fukushima-ku, OsakaCountryJapanCoordinates34°41′53″N 135°29′23″E / 34.698102°N 135.489629°E / 34.698102; 135.489629Coordinates: 34°41′53″N 135°29′23″E / 34.698102°N 135.489629°E / 34.698102; 135.489629Completed1992ClientSuezawa Sangyō Co. Ltd.Height71.9 m (236 ft)Technical detailsStructural systemReinforced concrete and partly steel frameFloor count16 above ground, 2 underground, 1 elevator equipment tower floorFloor area7,956 m2 (85,640 sq ft)Design and constructionArchitectAzusa Sekkei, Yamamoto-Nishihara Kenchiku Sekkei JimushōMain contractorSato Kōgyō Co. Ltd. Umeda Exit Gate Tower Building (ゲートタワービル, gēto tawā biru) is a 16 floor office building in Fukushima-ku, Osaka, Japan. It is notable for the highway offramp at Umeda Exit that passes through the building.[1] Overview The building has a double core construction, with a circular cross section. The Umeda Exit of the Ikeda Route of the Hanshin Expressway system (when exiting the highway from the direction of Ikeda) passes between the fifth through seventh floors of this building. The highway is the tenant of those floors. The elevator passes through the floors without stopping, floor 4 being followed by floor 8. The floors through which the highway passes consist of elevators, stairways and machinery. The highway does not make contact with the building.[2] It passes through as a bridge, held up by supports next to the building. -
Project Aneurin
The Aneurin Great War Project: Timeline Part 7 - Economic Wars, 1816 to 1869 Copyright Notice: This material was written and published in Wales by Derek J. Smith (Chartered Engineer). It forms part of a multifile e-learning resource, and subject only to acknowledging Derek J. Smith's rights under international copyright law to be identified as author may be freely downloaded and printed off in single complete copies solely for the purposes of private study and/or review. Commercial exploitation rights are reserved. The remote hyperlinks have been selected for the academic appropriacy of their contents; they were free of offensive and litigious content when selected, and will be periodically checked to have remained so. Copyright © 2013-2021, Derek J. Smith. First published 09:00 BST 14th May 2014. This version 09:00 GMT 20th January 2021 [BUT UNDER CONSTANT EXTENSION AND CORRECTION, SO CHECK AGAIN SOON] This timeline supports the Aneurin series of interdisciplinary scientific reflections on why the Great War failed so singularly in its bid to be The War to End all Wars. It presents actual or best-guess historical event and introduces theoretical issues of cognitive science as they become relevant. UPWARD Author's Home Page Project Aneurin, Scope and Aims Master References List BACKWARD IN TIME Part 1 - (Ape)men at War, Prehistory to 730 Part 2 - Royal Wars (Without Gunpowder), 731 to 1272 Part 3 - Royal Wars (With Gunpowder), 1273-1602 Part 4 - The Religious Civil Wars, 1603-1661 Part 5 - Imperial Wars, 1662-1763 Part 6 - The Georgian Wars, 1764-1815 FORWARD IN TIME Part 8 - The War Machines, 1870-1894 Part 9 - Insults at the Weigh-In, 1895-1914 Part 10 - The War Itself, 1914 Part 10 - The War Itself, 1915 Part 10 - The War Itself, 1916 Part 10 - The War Itself, 1917 Part 10 - The War Itself, 1918 Part 11 - Deception as a Profession, 1919 to date The Timeline Items 1816 The British government establishes the Royal Small Arms Factory at Enfield Lock, Middlesex. -
Mechanical Properties of Iron [Read-Only]
MECHANICAL PROPERTIES OF CAST IRON, Adrian DOGARIU MILD IRON & STEEL AT HISTORICAL STRUCTURES 18/06/2014 – 8.30-10.00 European Erasmus Mundus Master Course Sustainable Constructions under Natural Hazards and Catastrophic Events 520121-1-2011-1-CZ-ERA MUNDUS-EMMC SYLLABUS Mechanical properties of cast iron, mild iron and steel at historical structures Material used in steel structures – historical review SIGNIFICANT STRUCTURES 1779: VICTORIAN IRONBRIDGE • Universally recognized as one of the most important symbol of the Industrial Revolution. • It is the first structural use of cast iron structures. • Raising a bridge of this type became possible only after the discovery of cast iron obtained by melting iron with coke. 1779: VICTORIAN IRONBRIDGE • No injuries were reported during the execution, which lasted three months, since the summer of 1779. • Was the first arch bridge on the River Severn at Ironbridge in Shropshire, England, opened on July 2, 1779 • Although other construction activities devoted to the adjacent roads continued for another two years. 1779: VICTORIAN IRONBRIDGE • Iron Bridge is built as an arch shape to overtake the loads by compressive forces and transmitting to the foundation soil. 1779: VICTORIAN IRONBRIDGE • The bridge was opened to traffic on January 1, 1781. • Ironbridge Gorge is considered a World Heritage Site by UNESCO in November 1986. 1881: FIRTH OF FORTH, SCOTLAND • This is the first bridge in the world built mainly forged in steel. • Bridge has two large openings of 521 meters, with a total length of 2759 m • Each opening consisting of a pair of cantilevers, that leaves the two main towers, connected by secondary hinged beams (Gerber system). -
Forensic Engineering: a Reappraisal of the Tay Bridge Disaster
Forensic engineering: a reappraisal of the Tay Bridge disaster PETER R. LEWIS and KEN REYNOLDS Address The Tay Bridge disaster of 1879 shocked the world and led to important changes in bridge design, construction, and inspection. The Court of Inquiry produced its final report in six months, and condemned the structure for its design and materials defects. However, the court did not specify exactly how the final collapse of the ‘high girders’ section occurred on the night of the accident. By reexamining the wealth of evidence surviving from the time, in particular the photographic archive and the court proceedings, we have looked again at the causes of the disaster. Our reappraisal confirms the conclusions of the original inquiry, but it also extends them by suggesting that lateral oscillations were induced in the high girders section of the bridge by trains passing over a slight misalignment in the track. The amplitude of these oscillations grew with time, because joints holding the bridge together were defective, and this in turn resulted in fatigue cracks being induced in the cast iron lugs, which reached criticality on the night of the disaster. Numerous east–west lugs fractured when a local train passed over the bridge in a westerly gale on the evening of 28 December 1879. The express train which followed was much heavier, and the towers in the high girders collapsed progressively as the train was part way over the section. Although wind loads contributed to the disaster, the bridge was already severely defective owing to failure of its most important stabilising elements.