1、SPECIAL NOTICE The material presented in this publication has been prepared in accordance with recognized engineering principles. This Standard and Commentary should not be used without first securing competent advice with respect to their suitability for any given application. The publication of th
2、e material contained herein is not intended as a representation or warranty on the part of the American Society of Civil Engineers, or of any other person named herein, that this information is suitable for any general or particular use or promises freedom from infringement of any patent or patents.
3、 Anyone making use of this information assumes all liability from such use. ASCWSEI 31 -03 American Society of Civil Engineers Seismic Evaluation of Existing Buildings = - = Structural Engineering InsfifUte ASCEISEI 31-03 American Society of Civil Engineers Seismic Evaluation of Existing Buildings T
4、his document uses both the International System of Units (SI) and customary units. Published by the American Society of Civil Engineers Library of Congress Cataloging-in-Publication Data Seismic evaluation of existing buildings I American Society of Civil Engineers. p. cm. - (ASCE standard) Includes
5、 bibliographical references and index. “SEIIASCE 3 1102.” ISBN 0-7844-0670-7 1. Buildings-Earthquake effects. I. Structural Engineering Institute II. American Society of Civil Engineers. TH 1095.S3842 2003 693.852-dc2 1 2003041921 Published by the American Society of Civil Engineers 180 1 Alexander
6、Bell Drive Reston, Virginia 20 19 1 www.asce pubs.asce.org Any statements expressed in these materials are those of the individual authors and do not necessarily represent the views of ASCE, which takes no responsibility for any statement made herein. No reference made in this publication to any spe
7、cific method, product, process or service constitutes or implies an endorsement, recommendation, or warranty thereof by ASCE. The materials are for general information only and do not represent a standard of ASCE, nor are they intended as a reference in purchase specifications, contracts, regulation
8、s, statutes, or any other legal document. ASCE makes no representation or warranty of any kind, whether express or implied, concerning the accuracy, completeness, suitability, or utility of any information, apparatus, product, or process discussed in this publication, and assumes no liability theref
9、ore. This information should not be used without first securing competent advice with respect to its suitability for any general or specific application. Anyone utilizing this information assumes all liability arising from such use, including but not limited to infringement of any patent or patents.
10、 ASCE and American Society of Civil Engineers-Registered in U.S. Patent and Trademark Office. Photocopies: Authorization to photocopy material for internal or personal use under circumstances not falling within the fair use provisions of the Copyright Act is granted by ASCE to libraries and other us
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12、 bulk copying should be addressed to Permissions & Copyright Dept., ASCE. Copyright O 2003 by the American Society of Civil Engineers. All Rights Reserved. Library of Congress Catalog Card No: 200304 1921 Manufactured in the United States of America. ISBN 0-7844-0670-7 STANDARDS In April 1980, the B
13、oard of Direction approved ASCE Rules for Standards Committees to govern the writing and maintenance of standards developed by the Society. All such standards are developed by a consensus standards process managed by the Codes and Standards Activities Committee. The consensus process includes ballot
14、ing by the balanced standards committee, which is composed of Society members and nonmembers, balloting by the membership of ASCE as a whole, and balloting by the public. All standards are updated or reaffirmed by the same process at intervals not exceeding 5 years. The following standards have been
15、 issued: ANSI/ASCE 1-82 N-725 Guideline for Design and Analysis of Nuclear Safety Related Earth ANSVASCE 2-9 1 ANSVASCE 3-91 Structures Measurement of Oxygen Transfer in Clean Water Standard for the Structural Design of Composite Slabs and ANSUASCE 9-91 Standard Practice for the Construction and Ins
16、pection of Composite Slabs Seismic Analysis of Safety-Related Nuclear Structures ASCE 4-98 Building Code Requirements for Masonry Structures (AC1 530-02/ASCE 5-02/TMS 402-02) and SEVASCE 7-02 ASCE 8-02 ANSUASCE 9-91 ASCE 10-97 SEVASCE 1 1-99 ANSVASCE 12-91 ASCE 13-93 ASCE 14-93 ASCE 15-98 ASCE 16-95
17、 ASCE 17-96 ASCE 18-96 ASCE 19-96 ASCE 20-96 ASCE 2 1-96 ASCE 2 1-98 ASCE 2 1-00 SEVASCE 23-97 SEVASCE 24-98 Specifications-for Masonry Structures (AC1 530.1 -02/ASCE 6-02TMS Minimum Design Loads for Buildings and Other Structures Standard Specification for the Design of Cold-Formed Stainless Steel
18、Structurai Members Listed with ASCE 3-91 Design of Latticed Steel Transmission Structures Guideline for Structural Condition Assessment of Existing Buildings Guideline for the Design of Urban Subsurface Drainage Standard Guidelines for Installation of Urban Subsurface Drainage Standard Guidelines fo
19、r Operation and Maintenance of Urban Subsurface Drainage Standard Practice for Direct Design of Buried Precast Concrete Pipe Using Standard Installations (SIDD) Standard for Load and Resistance Factor Design (LRFD) of Engineered Wood Construction Air-Supported Structures Standard Guidelines for In-P
20、rocess Oxygen Transfer Testing Structural Applications of Steel Cables for Buildings Standard Guidelines for the Design and Installation of Pile Foundations Automated People Mover Standards-Part 1 Automated People Moves Standards-Part 2 Automated People Mover Standards-Part 3 Specification for Struc
21、tural Steel Beams with Web Openings Flood Resistant Design and Construction 602-02) iii ASCE 25-97 ASCE 26-97 ASCE 27-00 ASCE 28-00 SEI/ASCE/SFPE 29-99 SEWASCE 30-00 ASCE/SEI 3 1-03 SEVASCE 32-0 1 EWRVASCE 33-01 EWRVASCE 34-01 EWRVASCE 35-01 CI/ASCE 36-01 SEVASCE 37-02 CI/ASCE 38-02 EWRVASCE 39-03 E
22、arthquake-Actuated Automatic Gas Shut-Off Devices Standard Practice for Design of Buried Precast Concrete Box Sections Standard Practice for Direct Design of Precast Concrete Pipe for Jacking in Trenchless Construction Standard Practice for Direct Design of Precast Concrete Box Sections for Jacking
23、in Trenchless Construction Standard Calculation Methods for Structural Fire Protection Guideline for Condition Assessment of the Building Envelope Seismic Evaluation of Existing Buildings Design and Construction of Frost-Protected Shallow Foundations Comprehensive Transboundary International Water Q
24、uality Management Agreement Standard Guidelines for Artificial Recharge of Ground Water Guidelines for Quality Assurance of Installed Fine-Pore Aeration Equipment Standard Construction Guidelines for Microtunneling Design Loads on Structures During Construction Standard Guideline for the Collection
25、and Depiction of Existing Subsurface Utility Data Standard Practice for the Design and Operation of Hail Suppression Projects iv The material presented in this publication has been prepared in accordance with recognized engineering principles. This Standard and Commentary should not be used without
26、first securing competent advice with respect to their suitability for any given application. The publication of the material contained herein is not intended as a representation or warranty on the part of the American Society of Civil Engineers, or of any other person named herein, that this informa
27、tion is suitable for any general or particular use or promises freedom from infringement of any patent or patents. Anyone making use of this information assumes all liability from such use. V ACKNOWLEDGEMENTS The American Society of Civil Engineers (ASCE) acknowledges the work of the Seismic Rehabil
28、itation of Existing Buildings Standards Committee of the Codes and Standards Activities Division of the Structural Engineering Institute. This group comprises individuals from many backgrounds including: consulting engineering, research, construction industry, education, government, design, and priv
29、ate practice. This Standard process began in 1998 and incorporates information as described in the commentary. This Standard was prepared through the consensus standards process by balloting in compliance with procedures of ASCEs Codes and Standards Activities Committee. Those individuals who serve
30、on the Standards Committee are: Bechara E. Abboud Aziz Alfi David Allen Prodyot K. Basu Michael D. Blakely Allen R. Bone David C. Breiholz James Brown Thomas M. Bykonen James R. Cagley Hashu H. Chandwaney Fu-Lien Chang Chang Chen Kevin C. K. Chueng James H. Collins W. G. Corley Majed A. Dabdoub Mich
31、ael D. Davister Steven L. Dickson Max Falamaki Richard B. Fallgren Mark W. Fantozzi Hans Gesund Stephen H. Getz Nader Ghafoori Stayendra K. Ghosh Sergio Gonzalez-Karg Phillip Gould Melvyn Green Max A. Gregersen Michael R. Hagerty Harold S. Hamada D. Kirk Harman David B. Hattis John R. Hayes Richard
32、L. Hess James A. Hill William T. Holmes Darrick Hom, Secretary Charles J. Hookham J. Kent Hsiao Tom C. Hui Roy J. Hunt Mohammad Iqbal Robert C. Jackson Wen-Chen Jau Martin W. Johnson John C. Kariotis Brian E. Kehoe Peter H. Lam Patrick J. Lama Jim E. Lapping Darre11 J. Lawver Feng-Bao Lin Phillip Li
33、ne David E. Linton Rene W. Luft Terry R. Lundeen Charles R. Magadini Ayaz H. Malik Lincoln E. Malik Rusk Masih Vicki V. May Frank E. McClure Bruce H. McCracken James B. McDermott Richard McConnell Mike Mehrain Stanley H. Mendes Martha Merriam vii Thomas H. Miller Andy H. Milligan Andrew P. Misovec J
34、ack Moll Myles A. Murray Joseph F. Muessendorfer Joseph P. Nicoletti Gien J. Pappas James C. Parkert Mandakumaran Paruvakat Celina U. Penalba Mark A. Pickett Jose A. Pincheira Chris D. Poland, Chair Daniel E. Pradel Denis C. Pu R. C. Richardson Timothy E. Roecker Charles W. Roeder Abdulreza A. Sadja
35、di Ali M. Sadre Arthur B. Savery Ashvin A. Shah Daniel Shapiro Richard L. Silva Thomas D. Skaggs Glenn R. Smith, Jr. Charles A. Spitz William W. Stewart Eric C. Stovner Donald R. Strand Peter Tian Eugene Trahern Frederick M. Turner Michael T. Valley Ivan P. Vamos Gara Varum Thomas G. Williamson Lyle
36、 L. Wilson Lisa A. Wipplinger Tom C. Xia Wen-Huei Yen Wade W. Younie viii CONTENTS 1.0 1.1 1.2 1.3 1.4 1.5 2.0 2.1 2.2 2.3 2.4 2.5 2.6 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 5.0 5.1 5.2 5.3 General Provisions 1-1 Scope . 1-1 Basic Requirements 1-3 Definitions 1-8
37、 Notation 1 . 12 References . 1 . 16 Evaluation Requirements . 2-1 General 2. 1 Level of Investigation Required 2. 1 Site Visit . 2-2 Level of Performance 2-3 Level of Seismicity . 2-4 Building Type . 2-5 Screening Phase (Tier i) . 3-1 General 3. 1 Benchmark Buildings 3.3 Selection and Use of Checkl
38、ists 3-5 Further Evaluation Requirements . 3-7 Tier 1 Analysis 3-9 Levei of Low Seismicity Checklist . 3-20 Structurai Checklists . 3-21 Geologic Site Hazards And Foundations Checklist 3-1 19 Nonstructural Checklists . 3-121 Evaluation Phase (Tier 2) . 4-1 General 4. 1 Tier 2 Analysis 4-1 Procedures
39、 for Building Systems 4-33 Procedures for Lateral-Force-Resisting Systems 4.50 Procedures for Diaphragms . 4-94 Procedures for Connections 4- 106 Procedures for Geologic Site Hazards and Foundations . 4. 118 Procedures for Nonstructural Components . 4- 124 Detailed Evaluation Phase (Tier 3) 5-1 Gene
40、ral 5-1 Available Procedures 5.1 Selection of Detailed Procedures 5-3 ix Appendix Al . O A2.0 A3 . O A4.0 A5 . O A6.0 A7.0 A . Examples . A-1 Example 1 : Building Type W 1 : Wood Light Frame A-2 Example 2: Building Type S1 A: Steel Moment Frame with Flexible Diaphragms . A-14 Example 3 : Building Ty
41、pe C3 : Concrete Frame with Infill Masonry Shear Walls and Stiff Diaphragms A-34 Example 4: Building Type RM2: Reinforced Masonry Bearing Wall Building with Stiff Diaphragms . A-44 Example 5: Building Type W2: Wood Frame. Commercial and Industrial . A-59 Example 6: Building Type S2: Steel Braced Fra
42、me with Stiff Diaphragms A-73 Example 7: Building Type URM: Unreinforced Masonry Bearing Wall Building with Flexible Diaphragms . A-88 Appendix B . Summary Data Sheet . B-1 Index 1-1 X General Provisions I .o General Provisions 1.1 Scope This standard provides a three-tiered process for seismic eval
43、uation of existing buildings in any level of seismicity (Section 2.5). Buildings are evaluated to either the Life Safety or Immediate Occupancy Performance Level (Section 2.4). The design of mitigation measures is not addressed in this standard. This standard does not preclude a building from being
44、evaluated by other well-established procedures based on rational methods of analysis in accordance with principles of mechanics and approved by the authority having jurisdiction (if any). 11.1 Scope This standard provides a process for seismic eval nationally applicable tool for design professional
45、evaluate existing buildings. This standard may be used on a voluntary basis or may be required by the authority having jurisdiction. A major portion is dedicated to instructing the evaluating design professional on how to determine if a building is adequately designed and constructed to resist seism
46、ic forces. All aspects of building performance are considered and defined in terms of structural, nonstructural, and foundatiod geologic hazard issues. Lifelines such as water, electrical, natural gas supply lines, and waste disposal lines beyond the perimeter of the building, which may be necessary
47、 for buildings to be occupied, are not considered in this document. The evaluation procedures include a consid hazards such as liquefaction, slope failure, su phenomena such as tsunami, lateral spreading, an of existing buildings. It is intended to officials, and building owners looking to seismical
48、ly d shaking and to a limited extent other seismic ture, and effects of neighboring structures. Other topological effects are not considered. The need for evaluation using this standard may have been indicated by rapid visual screening using FEMA 154, Rapid Visual Screening of Buildings for Potentia
49、l Seismic Hazards: A Handbook (FMA, I988a). Mitigation strategies for rehabilitating buildings found to be deficient are not dditional resources s onsulted for information regarding mitigation st Standard Basis lace FEMA 3 10, Handbook Buildings-A Prestanda Seismic Rehabili o Provide evaluation techniques for varying levels of building performance. ASCE 31-03 Seismic Evaluation of Existing Buildings 1-1 General Provisions 1-2 Seismic Evaluation of Existing Buildings ASCE 31-03 General Provisions The following resources may be u Standards for the Treatment National Park Service Cata 1.2
