ACI-SP-162-1996.pdf
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1、Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:48 MDTNo reproduction or networking permitted without license from IHS -,-,- 本文件原文页数较多,文件体积较大,无法上传。 如有需要请发站内信或e m a i l :l i u y x 866163.c o m 联系人:草庐一苇:w w w .
2、d o c i n .c o m /l i u y x 866 Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:48 MDTNo reproduction or networking permitted without license from IHS -,-,- 本文件原文页数较多,文件体积较大,无法上传。 如有需要请发站内信或e m a i l :l i u y
3、 x 866163.c o m 联系人:草庐一苇:w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-Lb2 lb 0662949 0528397 707 = DISCUSSION 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
4、for submission of discussion is January 1, 1997. All discussion approved by the Technical Activities Committee along with closing remarks by the authors will be published in the JanuaryFebruary 1996 issue of either AC1 Structural Journal or AC1 Materials Journal depending on the subject emphasis of
5、the individual paper. The Institute is not responsible for the statements or opinions expressed in its 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 pape
6、rs in this volume have been reviewed under Institute publication procedures by individuals expert in the subject areas of the papers. Copyright O 1996 AMERICAN CONCRETE INSTITUTE P.O. Box 9094, 38800 International Way Fannington Hills, Michigan 48333 All rights reserved including rights of reproduct
7、ion and use in any form or by any means, including the making of copies by any photo process, or by any electronic or mechanical device, printed or written o r oral, or recording for sound or visual reproduction or for use in any knowledge or retrieval system or device, unless permission in writing
8、is obtained from the copyright proprietors. Printed in the United States of America Cover design by Steven Kronenberg Editorial production Victoria Lunick Library of Congress catalog card number 96-85225 Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/
9、9980755100 Not for Resale, 03/18/2007 07:46:48 MDTNo reproduction or networking permitted without license from IHS -,-,- 本文件原文页数较多,文件体积较大,无法上传。 如有需要请发站内信或e m a i l :l i u y x 866163.c o m 联系人:草庐一苇:w w w .d o c i n .c o m /l i u y x 866 Mete A. Sozen Symposium: A Tribute from his Students The Mete A.
10、 Sozen Symposium took place at the AC1 Fall Convention in Tarpon Springs, Florida, in October, 1994. The purpose of the Symposium sessions and this SP volume was to celebrate and honor the long and distinguished career of Mete Sozen as a professor of civil engineering and advisor of numerous student
11、s. All of the symposium speakers and most of the authors in this SP volume were former students who worked with Mete Sozen during their graduate careers at the University of Illinois at Urbana-Champaign. The Sozen Symposium consisted of three sessions with eighteen speakers. All of the sessions were
12、 well attended with many of Metes former students in the audience. The symposium concluded with a dinner to honor Mete. The evening speaker was Neil Hawkins, Head of the Civil Engineering Department at the University of Illinois. Neil highlighted Metes contributions to structural engineering and to
13、continuing the long tradition of outstanding concrete research at the University of Illinois during the 20th century. At the conclusion of the dinner, a group photo was taken of Mete Sozen and many of his former students (see next page). The symposium and this SP volume were organized to permit Mete
14、s students and colleagues to honor and thank him for his council and guidance during their studies at the University of Illinois, and for his continuing interest in their careers. It also offered an opportunity to wish him success in his new position as Kettlehut Distinguished Professor of Civil Eng
15、ineering at Purdue University. For all of those students who have worked with Mete and still count on his advice, the editors offer him our best wishes for continued success and our wholehearted thanks for his guidance. Editors James K Wight Professor of Civil Engineering University of Michigan, Ann
16、 Arbor Michael E. meger Professor of Cid Engineering University of Texas, Austin iii Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:48 MDTNo reproduction or networking permitted without license from IHS -,-,
17、- 本文件原文页数较多,文件体积较大,无法上传。 如有需要请发站内信或e m a i l :l i u y x 866163.c o m 联系人:草庐一苇:w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-Lb2 7b 0662747 0528377 5 T iv Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not for Resale, 03/18/2007 07:46:48 M
18、DTNo reproduction or networking permitted without license from IHS -,-,- 本文件原文页数较多,文件体积较大,无法上传。 如有需要请发站内信或e m a i l :l i u y x 866163.c o m 联系人:草庐一苇:w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-Lb2 96 m 0662949 0528400 021 m CONTENTS . PREFACE . 111 SEISMIC DESIGN CONSIDERATIONS FOR FLAT-PLATE CO
19、NSTRUCTION by J. P. Moehle . 1 LOAD-DEFORMATION RELATIONSHIP OF HIGH STRENGTH REINFORCED CONCRETE BEAMS by S. Otani, S. Nagai, and H. Aoyama 35 AN EXPERT SYSTEM FOR REINFORCED CONCRETE STRUCTURAL DAMAGE QUANTIFICATION by P. Glkan and A. Yakut 53 CONDITION AND RELIABILIW ASSESSMENT OF CONSTRUCTED FAC
20、ILITIES by A. E. Aktan and D. N. Farhey . 73 CONFINEMENT OF RECTANGULAR REINFORCED CONCRETE BRIDGE COLUMNS AND PIER WALLS by M. S. Saiidi, N. Wehbe, S. Acharya, and D. Sanders 93 DISPLACEMENT-BASED ASSESSMENT OF REINFORCED CONCRETE FRAMES IN EARTHQUAKES by J. F. Bonacci and J. K. Wight 117 DEVELOPME
21、NT OF A NEW STRUCTURAL MEMBER - CONCRETE FILLED STEEL PLATE by T. Takeda, T. Yamaguchi, and T. Nakayama . 139 SEISMIC DESIGN OF CONFINED MASONRY WALLS by J. Bariola and C. Delgado . 161 V Copyright American Concrete Institute Provided by IHS under license with ACI Licensee=Aramco HQ/9980755100 Not f
22、or Resale, 03/18/2007 07:46:48 MDTNo reproduction or networking permitted without license from IHS -,-,- 本文件原文页数较多,文件体积较大,无法上传。 如有需要请发站内信或e m a i l :l i u y x 866163.c o m 联系人:草庐一苇:w w w .d o c i n .c o m /l i u y x 866 A C 1 SP-Lb2 96 O662949 0528403 Tb W REHABILITATION OF REINFORCED CONCRETE STRUC
23、TURES ANALYTICAL MODELS - THE INTEGRATION OF EXPERIMENTAL RESULTS AND by J. A. Pincheira, R. M. Jordan, M. E. Kreger, and J. O. Jirsa . . . . 177 NOVEL DYNAMIC DESIGN TOOLS FOR DEEPWATER TOWERS THAT ACHIEVED BREAKTHROUGH RESULTS by D. G. Morrison 215 RESEARCH BEHIND THE SUCCESS OF THE CONCRETE PLATF
24、ORMS IN THE NORTH SEA by I. Holand and R. Lenschow . 235 SEISMIC BEHAVIOR OF CONNECTIONS IN PRECAST CONCRETE WALLS by A. E. Schultz and R. A Magaa 273 DUCTILE CONNECTIONS FOR PRECAST CONCRETE FRAME SYSTEMS by L. Palmieri, E. Saqan, C. French, and M. Kreger 313 INELASTIC DESIGN OF EARTHQUAKE RESISTAN
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