Earthquake Design Practice for Buildings
Earthquake Design Practice for Buildings
复制标题
建筑抗震设计实践
DOI：
10.1680/edpb.57944
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发表时间：
1990
期刊：
影响因子：
--
通讯作者：
E. Booth
中科院分区：
文献类型：
--
作者：
E. Booth
1震害的教训，1.1震害研究，1.2地基性能，1.3结构倒塌，1.4重要的震害类别，1.5钢筋混凝土，1.6钢结构，1.7砌体，1.8木材，1.9基础，1.10非结构构件，1.11地面运动，2.1震害的主要和次要来源，2.2地震基础，2.3地震概率和复发期。2.4地震荷载作用下的性能目标、2.5地震动表示、2.6场地效应、2.7地震风险量化、2.8设计地震运动、2.9参考文献结构响应计算、3.1简介、3.2地震分析基本原理、3.3地震分析的线弹性形式、3.4非线性分析、3.5承载力设计分析、3.6建筑结构分析、3.7参考资料分析土壤和土壤-结构相互作用，4.1介绍，4.2地震设计的土壤特性，4.3液化，4.4场地特定地震危害，4.5土壤-结构相互作用，4.6参考资料概念设计，5.1设计目标，5.2建筑解剖，5.3规划考虑，5.4结构系统，5.5提供抗震性能的成本，5.6参考资料抗震实践规范，6.1抗震规范在设计中的作用，6.2规范的制定。6.3设计理念、6.4分析规范要求、6.5强度规范要求、6.6挠度规范要求、6.7荷载组合、6.8详图规范要求、6.9基础规范要求、6.10非结构构件和建筑内容规范要求、6.11其他考虑因素、6.12参考基础、7.1设计目标、7.2基础“容量设计”考虑因素、7.3基础抗震设计安全系数、7.4垫层和条形基础，7.5筏形基础，7.6桩基础，7.7挡土结构，7.8可液化土设计，7.9参考钢筋混凝土设计，8.1地震破坏的教训，8.2循环荷载下钢筋混凝土的行为，8.3材料规范，8.4钢筋混凝土结构分析，8.5混凝土建筑结构设计，8.6延性设计水平，8.7钢筋混凝土框架设计，8.8剪力墙，8.9混凝土楼板和屋盖隔板，8.10无粘结预应力结构，8.11参考钢结构设计，9.1简介，9.2地震破坏的经验教训，9.3循环荷载下钢结构构件的性能，9.4材料规范，9.5钢结构分析，9.6钢结构设计，9.7延性设计水平，9.8同心支撑框架（CBFs），9.9偏心支撑框架（EBFs），9.10抗弯矩框架，9.11钢-混凝土组合结构，9.12参考文献砌体，10.1导论，10.2砌体结构形式及其抗震性能，10.3砌体抗震设计，10.4砌体结构分析，10.5砌体建筑简单规则10.6参考文献木材，11.1导论，11.2木材作为抗震建筑材料的特点，11.3震害教训，11.4木结构设计，11.5参考文献建筑内容和包层，12.1导论，12.2非结构构件抗震分析和设计，12.3电气、机械和其他设备，12.4垂直和水平服务，12.5包层，12.6参考文献隔震，13.1导论，13.2隔震30年的经验教训，13.3隔震系统，13.4设计考虑，13.5隔震系统分析，13.6轴承系统测试。13.7主动和半主动系统，13.8参考文献既有建筑的评估和加固，14.1简介，14.2性能
Foreword by Professor Robin Spence 1 The lessons from earthquake damage, 1.1 Damage studies, 1.2 Ground behaviour, 1.3 Structural collapse, 1.4 Important categories of damage, 1.5 Reinforced concrete, 1.6 Structural steelwork, 1.7 Masonry, 1.8 Timber, 1.9 Foundations, 1.10 Non-structural elements, 1.11 Bibliography Ground motion, 2.1 Primary and secondary sources of earthquake damage, 2.2 Earthquake basics, 2.3 Earthquake probability and return periods, 2.4 Performance objectives under earthquake loading, 2.5 Representation of ground motion, 2.6 Site effects, 2.7 Quantifying the risk from earthquakes, 2.8 Design earthquake motions, 2.9 References The calculation of structural response, 3.1 Introduction, 3.2 Basic principles of seismic analysis, 3.3 Linear elastic forms of seismic analysis, 3.4 Non-linear analysis, 3.5 Analysis for capacity design, 3.6 Analysis of building structures, 3.7 References Analysis of soils and soil-structure interaction, 4.1 Introduction, 4.2 Soil properties for seismic design, 4.3 Liquefaction, 4.4 Site-specific seismic hazards, 4.5 Soil-structure interaction, 4.6 References Conceptual design, 5.1 Design objectives, 5.2 Anatomy of a building, 5.3 Planning considerations, 5.4 Structural systems, 5.5 Cost of providing seismic resistance, 5.6 References Seismic codes of practice, 6.1 Role of seismic codes in design, 6.2 Development of codes, 6.3 Philosophy of design, 6.4 Code requirements for analysis, 6.5 Code requirements for strength, 6.6 Code requirements for deflection, 6.7 Load combinations, 6.8 Code requirements for detailing, 6.9 Code requirements for foundations, 6.10 Code requirements for non-structural elements and buildingcontents, 6.11 Other considerations, 6.12 References Foundations, 7.1 Design objectives, 7.2 'Capacity design' considerations for foundations, 7.3 Safety factors for seismic design of foundations, 7.4 Pad and strip foundations, 7.5 Raft foundations, 7.6 Piled foundations, 7.7 Retaining structures, 7.8 Design in the presence of liquefiable soils, 7.9 References Reinforced concrete design, 8.1 Lessons from earthquake damage, 8.2 Behaviour of reinforced concrete under cyclic loading, 8.3 Material specification, 8.4 Analysis of reinforced concrete structures, 8.5 Design of concrete building structures, 8.6 Design levels of ductility, 8.7 Design of reinforced concrete frames8.8 Shear walls, 8.9 Concrete floor and roof diaphragms, 8.10 Unbonded prestressed construction, 8.11 References Steelwork design, 9.1 Introduction, 9.2 Lessons learned from earthquake damage, 9.3 The behaviour of steelwork members under cyclic loading, 9.4 Materials specification, 9.5 Analysis of steelwork structures, 9.6 Design of steel building structures, 9.7 Design levels of ductility, 9.8 Concentrically braced frames (CBFs),9.9 Eccentrically braced frames (EBFs),9.10 Moment-resisting frames, 9.11 Steel-concrete composite structures, 9.12 References Masonry, 10.1 Introduction, 10.2 Forms of masonry construction and their performance inearthquakes, 10.3 Designing masonry for seismic resistance, 10.4 Analysis of masonry structures, 10.5 Simple rules for masonry buildings 10.6 References Timber, 11.1 Introduction, 11.2 Characteristics of timber as a seismic-resisting building material, 11.3 The lessons from earthquake damage, 11.4 Design of timber structures, 11.5 References Building contents and cladding, 12.1 Introduction, 12.2 Analysis and design of non-structural elements for seismicresistance, 12.3 Electrical, mechanical and other equipment, 12.4 Vertical and horizontal services, 12.5 Cladding, 12.6 References Seismic isolation, 13.1 Introduction, 13.2 Lessons from 30 years of seismic isolation, 13.3 Seismic isolation systems, 13.4 Design considerations, 13.5 Analysis of seismic isolation systems, 13.6 Testing of bearing systems, 13.7 Active and semi-active systems, 13.8 References Assessment and strengthening of existing buildings, 14.1 Introduction, 14.2 Performance of