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Abnormal Loading on Structures: Experimental and Numerical Modelling PDF

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Abnormal Loading on Structures Abnormal Loading on Structures Experimental and numerical modelling Edited by K. S. Virdi, R. S. Matthews, J. L. Clarke and F. K. Garas Due to unforeseen circumstances the Abnormal Loading on Structures conference did not take place. However, it is hoped that this collection of papers will be a useful and authoratitive guide to state-of-the-art research in this key area of structural engineering. First published 2000 by Taylor & Francis 2 Park Square, Milton Park, Abingdon, Oxon, OX 14 4RN Simultaneously published in the USA and Canada by Taylor & Francis 270 Madison Ave, New York NY 10016 Taylor & Francis is an imprint of the Taylor & Francis Group Transferred to Digital Printing 2009 © 2000 Taylor & Francis All rights reserved. No part of this book may be reprinted or reproduced or utilised in any form or by any electronic, mechanical, or other means, now known or hereafter invented, including photocopying and recording, or in any information storage or retrieval system, without permission in writing from the publishers. The publisher makes no representation, express or implied, with regard to the accuracy of the information contained in this book and cannot accept any legal responsibility or liability for any errors or omissions that may be made. Publisher's Note This book has been prepared from camera-ready copy provided by the authors. British Library Cataloguing in Publication Data A catalogue record for this book is available from the British Library Library of Congress Cataloging in Publication Data A catalogue record for this book has been requested ISBN 0-419-25960-0 Publisher's Note The publisher has gone to great lengths to ensure the quality of this reprint but points out that some imperfections in the original may be apparent. CONTENTS Institution of Structural Engineers Informal Study Group ix Conference organisation x Preface xi Acknowledgements xii Avalanche scenarios for alpine highway bridges 1 T. VOGEL Consideration of exceptional snow loads as accidental actions 12 G. KONIG and D. SOUKHOV Evaluation of the peak forces on roof tiles under stormy conditions 22 B. PARMENTIER, S. SCHAERLAEKENS and J. VYNCKE Wind loading on pitched roofs with complex geometric shapes 32 N. TARANU, E. AXINTE, D. ISOPESCU and I. ENTUC Towards a statistical human body model for determining jump 41 dynamic forces T.D.G. CANISIUS The development of a seismic test facility for full-scale structures 50 P.A.MOTE, P.R. GEFKEN and G.S.T. ARMER The behaviour of connections in steel MR-frames under high-intensity 59 earthquake loading G. DE MATTEIS, P.M. MAZZOLANI and R. LANDOLFO Non-linear analysis of a reinforced concrete structure under seismic 74 loading A. RUSHTON, I.E. SARGENT and N.E. KIRK vi Contents Dynamic analysis to determine source of blast damage 85 W. G. CORLEY and R. G. OESTERLE Dynamic response of buildings and floor slabs to blast loading 93 P. ESPER and D. MADDEN Modelling progressive collapse of structures as a result of explosion 105 J. R. GILMOUR and K. S. VIRDI Tunnel shells and fire protection - tests and analyses 115 E. RICHTER and K. PALIGA Fire induced progressive collapse analysis of safety critical structures 125 C.P. ROGERS and S. MEDONOS Substructuring in fire engineering 137 M. KORZEN, K.-U. ZIENER, U. KUHNAST, G. MAGONETTE, P. BUCHET and Z. DZBIKOWICZ Developing 'HAZOP' methodologies to refine fire risk assessments 142 RJ.TIMPSON Bayesian assessment of structural risk under fire design situation 152 H. GULVANESSIAN and M. HOLICKY Influence of strain gradient on the ductility of a reinforced concrete 162 column F. AKINTAYO, P.O. PAPADOPOULOS and B.C. AIFANTIS High volumetric pressures and strain rate effects in concrete 172 J. EIBL, B.C. SCHMIDT-HURTIENNE and U.J. HAUSSLER-COMBE Non-linear numerical modelling of slender bridge piers 183 W.B. CRANSTON and C.J. TOOTH Testing devices for investigating structures under abnormal loading 191 K. BRANDES Contact force response of confined concrete cylinders subjected to hard 201 impact SJ. PRICHARD and S.H. PERRY Contents vii Behaviour of damaged reinforced concrete frames 212 E.H. DISOKY, M.K. ZIDAN and A.N. SIDKY Seismic tests on a full-scale monument model 224 A.V. PINTO, G. VERZELETTI, FJ. MOLINA, and A. S. GAGO Seismic analyses of a r/c building - study of a retrofitting solution 236 A.V. PINTO, H. VARUM, E. COELHO and E.G. CARVALHO Cyclic testing and analysis of steel end-plate connections 247 A.W. THOMSON and B.M. BRODERICK Numerical simulation and modelling of orthotropic steel bridge decks 257 D.L. KEOGH and A.T. DEMPSEY Dynamic response of steel duct panels to blast loading 267 W. GROGAN Simulation of lateral loading on coke oven walls during ram pushing 277 Y.O. ONIFADE Full-scale test of prototype superheater secondary restraint system 287 R.S. MATTHEWS, A.G. CHALMERS and K.D. WALLER Carbon fibre composites as structural reinforcement in a nuclear 297 installation H.N. GARDEN Experimental and analytical studies of steel t-stubs at elevated 306 temperatures S. SPYROU, J.B. DAVISON and I.W. BURGESS Non-holonomic elastoplastic behaviour of a two span beam 317 R.P. WEST and A.J. O'CONNOR Serviceability behaviour of a 3-dimensional roof truss system 328 T.D.G. CANISIUS, S.L. MATTHEWS and D. BROOKE Dynamic analysis of a narrow turbogenerator foundation on piles 341 V. KARTHIGEYAN and G.K.V. PRAKHYA vizi Contents APPENDIX 353 Temperatures attained by structural steel in building fires based upon 355 full scale tests B.R. KIRBY Numerical modelling of an offshore concrete gravity platform on an 356 uneven seabed M. WILLFORD, C. HUMPHESON, R. NICHOLLS and P. ESPER 357 Author Index Subject Index 358 INSTITUTION OF STRUCTURAL ENGINEERS' INFORMAL STUDY GROUP 'MODEL ANALYSIS AS A DESIGN TOOL' The Group, which was formed in February 1977, operates under the auspices of the Institution of Structural Engineers and presently membership stands at over 500 covering some 40 different countries. Members come from a wide range of backgrounds including: research, design, engineering and contracting organisations, universities, government departments, local authorities and utility companies. The primary objective of the Group is to create opportunities for members of the Institution and the profession to exchange information on the use of testing and model analysis to solve design problems. The scope of the Group encompasses the whole spectrum of structural engineering applications including: conventional structures, bridges, foundations, pressure vessels, offshore, harbour and coastal structures etc. It is intended to cover structures made of a wide range of materials and subjected to different loading conditions. The Group's activities comprise the publication of a quarterly newsletter, organising international conferences, visits to test centres in the UK and Europe, sponsoring specialist lectures and holding an annual prize award competition for student dissertations on the application of physical modelling and testing in design. Further information about the Group may be obtained from the Convenor, Prof F K Garas, FIStructE, 6 Amersham Gardens, High Wycombe, HP 13 6QP, UK.

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