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Dynamics of

Offshore

Structures

James F. Wilson, Editor

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Cover photograph. This historical Argus Island Tower was a U.S. Navy facility,

locat-ed 39 km off the southwest coast of Bermuda in a water depth of 58 m. Built in 1960, the Tower was used for about 10 years for underwater acoustic research and for sub-marine detection. The two enclosed levels on top of this four legged jacket structure had space for diesel generators, living quarters, and laboratories. During the first few years of the Tower’s existence, it was subjected to storm-generated waves approaching 21 m, which was also the wave height upon which the Tower design was based. The 1969 inspections of the Tower revealed storm damage to many of its subsurface weld-ed brace connections, damage that was deemweld-ed too closely to repair and subsequently maintain. Thus, demolition using shaped charges toppled the Tower in 1976, and its remains now rest on the coral floor of the sea.

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Dynamics of

Offshore

Structures

James F. Wilson, Editor

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This book is printed on acid-free paper. ⬁

Copyright © 2003 by John Wiley & Sons, Inc. All rights reserved. Published by John Wiley & Sons, Inc., Hoboken, New Jersey Published simultaneously in Canada

No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying, recording, scanning, or otherwise, except as permitted under Section 107 or 108 of the 1976 United States Copyright Act, without either the prior written permission of the Publisher, or authorization through payment of the appropriate per-copy fee to the Copyright Clearance Center, 222 Rosewood Drive, Danvers, MA 01923, (978) 750-8400, fax (978) 750-4470, or on the web at www.copyright.com. Requests to the Publisher for permission should be addressed to the Permissions

Department, John Wiley & Sons, Inc., 111 River Street, Hoboken, NJ 07030, (201) 748-6011, fax (201) 748-6008, e-mail: [email protected].

Limit of Liability/Disclaimer of Warranty: While the publisher and author have used their best efforts in preparing this book, they make no representations or warranties with respect to the accuracy or completeness of the contents of this book and specifi-cally disclaim any implied warranties of merchantability or fitness for a particular purpose. No warranty may be created or extended by sales representatives or written sales materials. The advice and strategies contained herein may not be suitable for your situation. You should consult with a professional where appropriate. Neither the publisher nor author shall be liable for any loss of profit or any other commercial damages, including but not limited to special, incidental, consequential, or other dam-ages.

For general information on our other products and services or for technical sup-port, please contact our Customer Care Department within the United States at (800) 762-2974, outside the United States at (317) 572-3993 or fax (317) 572-4002. Wiley also publishes its books in a variety of electronic formats. Some content that appears in print may not be available in electronic books.

Library of Congress Cataloging-in-Publication Data:

Wilson, James F. (James Franklin), 1933–

Dynamics of offshore structures / James F. Wilson, Bruce J. Muga, Lymon C. Reese.—2nd ed.

p. cm. Includes index.

New ed. of: Dynamics of offshore structures / James F. Wilson, editor. 1984. ISBN 0-471-26467-9 (cloth: alk. paper)

1. Offshore structures. I. Muga, Bruce J. (Bruce Jennings)

II. Reese, Lymon C., 1917– III. Dynamics of offshore structures. IV. Title. TC1665.W55 2002

627⬘.98—dc21 2002028858

Printed in the United States of America. 10 9 8 7 6 5 4 3 2 1

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Structures in the

Offshore Environment

James F. Wilson

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Structure-Environmental

Force Interactions

James F. Wilson

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Deterministic Descriptions

of Offshore Waves

Bruce J. Muga

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Wave Forces

on Structures

James F. Wilson

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Deterministic Responses for

Single Degree of Freedom

Structures

James F. Wilson

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Statistical Descriptions

of Offshore Waves

Bruce J. Muga

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Statistical Responses for

Single Degree of Freedom

Linear Structures

James F. Wilson

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