ACI-SP-175-1998.pdf
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1、Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/17/2007 08:13:33 MDTNo reproduction or networking permitted without license from IHS -,-,- m Ob62949 0542246 717 = Concrete and Blast Effects Editor Wi
2、lliam Bounds international SP-175 Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/17/2007 08:13:33 MDTNo reproduction or networking permitted without license from IHS -,-,- Obb2949 0542247 653 DISCUS
3、SION of individual papers in this symposium may be submitted in accordance with general requirements of the AC1 Publication Policy to AC1 headquarters at the address given below. Closing date for submission of discus- sion is June 1, 1999. All discussion approved by the Technical Activities Com- mit
4、tee along with closing remarks by the authors will be published in the November/December 1999 issue of either AC1 Structural Journal or AC1 Mate- rials Journal depending on the subject emphasis of the individual paper. The Institute is not responsible for the statements or opinions expressed in its
5、publications. Institute publications are not able to, nor intended to, supplant individual training, responsibility, or judgment of the user, or the supplier, of the information presented. The papers in this volume have been reviewed under Institute publication proce- dures by individuals expert in
6、the subject areas of the papers. Copyright 1998 AMERICAN CONCRETE INSTITUTE P.O. Box 9094 Farmington Hills, Michigan 48333-9094 All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by any electronic or mecha
7、nical device, printed or written or oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. Printed in the United States of America Editorial production: Julie Carpenter Li
8、brary of Congress catalog card number: 97-077530 Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/17/2007 08:13:33 MDTNo reproduction or networking permitted without license from IHS -,-,- 9 Obb2949 0
9、542248 59T PREFACE This publication contains papers presented at several technical sessions spon- sored by AC1 Committee 370, Short Duration Dynamic and Vibratory Load Effects. All of the papers included in this publication concern blast-resistant design, the major subject of the committee?s work. C
10、ommittee 370 was estab- lished to address the general area of short duration dynamic and vibratory load effects, to evaluate existing knowledge, and to propose related recommendations for the design of structural concrete. Short durations were defined as durations being shorter than seismic loads, i
11、ncluding such occurrences as blast and impact. The committee has sponsored a number of technical sessions at AC1 conventions and addresses such issues as the standardization of test procedures, the interpreta- tion of laboratory results, and the development of design criteria. Committee membership i
12、ncludes individuals with a broad range of engineering backgrounds including design, government and academic interests. The committee actively seeks input and participation from interested individuals. The field of blast-resistant design is currently of great interest to a diverse vari- ety of indivi
13、duals and organizations. Accordingly, the papers describe a range of applications for this seemingly narrow area of structural engineering: design to resist or discourage terrorism against civilian and governmental buildings, design to eliminate or minimize destruction from industrial accidents, and
14、 design to pro- tect military facilities. To assist the reader in focusing on a particular level of interest, the papers have been grouped into three sections. Section One; Design Aspects, relates directly to the design process. Section Two; Current Procedures and Recent Developments, provides an ov
15、erall viewpoint. Section Three; Theo- retical Developments, focuses on research issues. Each of the papers in this publi- cation was reviewed and approved through established AC1 procedures. Finally, two individuals are to be recognized for their work in compiling this publication. Eve Hinman origin
16、ated the work on this publication and brought together many of the early development concepts. Theodor Krauthammer, until recently, was the chairman of AC1 Committee 370 and provided assistance lead- ing to its final development. William Bounds Editor Stanley Woodson Chairman, AC1 Committee 370 Copy
17、right American Concrete Institute Provided by IHS under license with ACI Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/17/2007 08:13:33 MDTNo reproduction or networking permitted without license from IHS -,-,- Obb2944 0542249 42b CONTENTS SECTION I: DESIGN ASPECTS APPROACH
18、FOR DESIGNING CIVILIAN STRUCTURES AGAINST TERRORIST ATTACK by E. Hinman I INDUSTRIAL BLAST-RESISTANT FACILITIES: AN ENGINEERSKONSTRUCTORS VIEWPOINT by W. Bounds, M. Nene, and H. KO. . 19 IMPULSIVE LOADING ANALYSIS AND DESIGN PROCEDURES FOR NUCLEAR POWER PLANT FACILITIES by R. Rabizadeh and B. Galuni
19、c. . .41 PROTECTING PETROLEUM PROCESS PLANT BUILDINGS FROM VAPOR CLOUD EXPLOSIONS byD.Forbes 53 BLAST-RESISTANT SHELLS-THE FINAL OPTION by D. Barker. . 87 SECTION II: CURRENT PROCEDURES AND RECENT DEVELOPMENTS NATURE OF AIRBLAST LOADS AND EFFECTS OF A PROCESS CELL DUE TO A VAPOR CLOUD EXPLOSION by A
20、. Longinow, A. Wiedermann, and F. Calabrese. 103 IJSE AND MISUSE OF STRUCTURAL DAMPING IN BLAST RESPONSE CALCULATIONS by S. Kiger and H. Salim . 12 1 DEVELOPMENT OF DESIGN CRITERIA FOR REINFORCING STEEL SPLICES IN BLAST-RESISTANT CONCRETE STRUCTURES by W. Zehrt and P. LaHoud. . 131 SHOCK ABSORBING S
21、TRUCTURAL ELEMENTS by L. Malvar, K. Hager, and J. Tancreto . 141 V Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/17/2007 08:13:33 MDTNo reproduction or networking permitted without license from IHS
22、 -,-,- 9 Obb2949 0542250 I148 SECTION III: THEORETICAL DEVELOPMENTS EFFECT OF LOADING RATE ON BOND BEHAVIOR UNDER DYNAMIC LOADING byC.YangandS.Mindess 179 EXPERIMENTAL STUDIES ON DYNAMIC RESPONSE OF HARDENED CEMENT PASTE byD.YankelevskyandI.Avnon . 199 PREDICTION OF DYNAMIC TENSILE STRENGTH by J. We
23、erheijm 215 ROLE OF PHYSICAL TESTING IN IMPACT ANALYSIS OF CONCRETE STRUCTURES byP.Bischoff . 241 FREE WATER IN CONCRETE PORES: AN ATTEMPT OF PHYSICAL EXPLANATION OF CONCRETE DYNAMIC BEHAVIOR by E Toutlemond and P. Rossi . 261 RATE-SENSITIVE MICROMECHANICAL MODEL FOR CONCRETE by D. Chandra and T. Kr
24、authammer. . ,281 VI Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=IHS Employees/1111111001, User=Wing, Bernie Not for Resale, 03/17/2007 08:13:33 MDTNo reproduction or networking permitted without license from IHS -,-,- Section 1: Design Aspects Copyright Ame
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