建筑常见不规则设计指南 基于IBC 2015和ASCE SEI 7-10 Guide to the Design of Common Irregularities in Buildings 2015

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Guide to the Design of Common Irregularities in Buildings
2012/2015 IBC® and ASCE/SEI 7-10
ISBN: 978-1-60983-607-8
Cover Design: Carmel Gieson
Publications Manager: Mary Lou Luif
Project Editor: Daniel Mutz
Manager of Development: Suzane Nunes Olmos
Typesetting: Amy O'Farrell
Copyright© 2015 by
NCSEA
Published by
ICC
Cover photo by Brett Drury
ALL RIGHTS RESERVED. This publication is a copyrighted work owned by the National Council of
Structural Engineers Association (NCSEA). Without advance written permission from the copyright owner,
no part of this book may be reproduced, distributed or transmitted in any form or by any means, including,
without limitation, electronic, optical or mechanical means (by way of example, and not limitation,
photocopying or recording by or in an information storage retrieval system). For information on permission
to copy material exceeding fair use, please contact: ICC Publications, 4051 Flossmoor Road, Country Club
Hills, IL 60478. Phone 1-888-ICC-SAFE (422-7233).
The information contained in this document is believed to be accurate; however, it is being provided for
informational purposes only and is intended for use only as a guide. Publication of this document by the
ICC should not be construed as the ICC or NCSEA engaging in or rendering engineering, legal or other
professional services. Use of the information contained in this book should not be considered by the user
to be a substitute for the advice of a registered professional engineer, attorney or other professional. If such
advice is required, it should be sought through the services of a registered professional engineer, licensed
attorney or other professional.
First Printing: May 2015
PRINTED IN THE U.S.A.
Guide to the Design of Common Irregularities in Buildings iii
Introduction
It is not uncommon to encounter buildings with structural irregularities. The plan layout, aesthetics, space
planning and other issues often result in buildings having irregularities.
Past earthquakes have demonstrated that buildings having irregularities have performed poorly and suffered
greater damage when compared with buildings having regular congurations. This is due to the fact that
the seismic demands imposed on the structure by the ground motion generally tend to be well distributed
throughout the structure. This in turn will lead to the dispersion of energy dissipation and damage.
However, this is not the case for irregular structures wherein the seismic demands tend to concentrate in the
zone of irregularity, resulting in major damage and failure of structural elements in these areas.
The analysis methods that are typically used in the design of structures cannot capture adequately the
demands imposed on the irregular structure and thereby lead to decient design in the zone of irregularity.
Structural irregularities can be classied into two types:
a. Horizontal irregularities
b. Vertical irregularities
Table 12.3-1 describes the circumstances under which buildings must be designated and having a plan
irregularity. Horizontal irregularities that occur due to torsion, reentrant corner and diaphragm discontinuity
require larger force transfer through the diaphragm. The most critical of the discontinuities is the out-
of-plane offset (Type 4 horizontal irregularity) in the lateral force-resisting system. Such offsets impose
large demands on the diaphragm as well as the lateral system. The example problem in this design guide
gives a step-by-step method for designing diaphragms, collectors and chords for a building having Type 4
horizontal irregularity.
Vertical irregularities primarily affect the load distribution over the building height. Table 12.3-2 describes
the circumstances under which buildings must be designated and having a vertical irregularity. The example
problem in this design guide gives a step-by-step method for designing diaphragms, collectors and chords
for a building having Type 4 vertical irregularity. Due to this irregularity the loads imposed at various
levels can be signicantly different from the one assumed in the Equivalent Lateral Force (ELF) analysis
procedure given in the code.
ELF analysis procedure may not be able to capture adequately the distribution of lateral forces over the
height of the building for the following conditions:
• Irregular distribution of mass
• Irregular distribution of stiffness
• Irregular distribution of story strength
• Buildings where lateral motions in two orthogonal directions and torsion motions are
coupled
• Buildings that have signicant change in shear from one level to the next
• Diaphragms that have a signicant offset in the center of mass from one level to the next
• Out-of-plane and in-plane discontinuity in the lateral load-resisting system

标签: #设计指南

摘要:

《建筑常见不规则设计指南》基于IBC 2015与ASCE SEI 7-10,系统解析建筑结构常见不规则类型及设计方法,涵盖平面不规则、竖向不规则、扭转、软弱层、短柱、楼板不连续、非平行体系等关键问题。本指南面向结构工程师、建筑师、审图与抗震设计人员,帮助快速识别不规则项、理解规范条文、选择分析模型与抗震措施,并提升美标项目合规性、安全性和审查通过率。适用于海外工程、美国规范抗震设计、结构优化与施工图审查参考,是掌握建筑不规则设计要点与IBC/ASCE实践应用的重要资料。

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作者:那山那人那狗 分类:国外协会 价格:24星币 属性:174 页 大小:8MB 格式:PDF 时间:2026-09-30

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