地震、风、火灾害调查与简析

Brand: 中国建筑工业出版社    Sold By: EM China
地震、风、火灾害调查与简析
地震、风、火灾害调查与简析
地震、风、火灾害调查与简析
地震、风、火灾害调查与简析

地震、风、火灾害调查与简析

Brand: 中国建筑工业出版社    Sold By: EM China
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地震、风、火灾害调查与简析

地震、风、火灾害调查与简析

$34.77

编辑推荐　　叶继红主编的《地震风火灾害调查与简析》系统 介绍了典型地震、风、火三种灾害下土木工程结构的 破坏实例，并运用专业知识进行系统归纳与深入浅出 的分析?br/> 本书可作为土木工程高校防灾减灾课程教材，也 可供结构工程师学习参考?br/>                                  
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编辑推荐
　　叶继红主编的《地震风火灾害调查与简析》系统 介绍了典型地震、风、火三种灾害下土木工程结构的 破坏实例，并运用专业知识进行系统归纳与深入浅出 的分析?br/> 本书可作为土木工程高校防灾减灾课程教材，也 可供结构工程师学习参考?br/>                                 
 
目　　录
第1章 地震活动和启示 1.1 世界地震活动 1.2 中国地震活动 1.3 历次地震结构破坏的特点 1.3.1 1957年墨西哥地震(Mexico) 1.3.2 1960年智利康塞普西翁阿劳科半岛地震(Chile) 1.3.3 1963年南斯拉夫斯科普里市地震(Skopje) 1.3.4 1964年日本新溜地震(Niigata) 1.3.5 1964年美国阿拉斯加地震(Alaska) 1.3.6 1967年委内瑞拉加拉加斯地震(Caracas) 1.3.7 1968年日本十胜冲地震(Tokatsu Oki) 1.3.8 1970年秘鲁地震(Peru) 1.3.9 1971年美国圣费尔南多地震(San Fernando) 1.3.10 1972年尼加拉瓜马那瓜地震(Managua) 1.3.11 1976年中国唐山地震 1.3.12 1978年日本宫成冲地震 1.3.13 1978年希腊萨洛尼卡地震 1.3.14 1985年墨西哥地震 1.3.15 1988年亚美尼亚地震 1.3.16 1989年洛马普里埃塔地震 1.3.17 1994：年美国北岭地震(Northridge) 1.3.18 1995年日本阪神地震(Kobe) 1.3.19 1999年土耳其地震 1.3.20 1999年台湾集集地震 1.3.21 2008年中国汶川地震 1.3.22 2010年智利地震 1.3.23 20lO年青海玉树地震 1.3.24 2010年新西兰地震 1.3.25 2011年东日本大地震 1.3.26 2013年四川雅安芦山地震 1.3.27 2013年甘肃岷县地震 1.3.28 2014年云南鲁甸地震 1.4 房屋建筑地震震害经验与启示 参考文献第2章 场地原因引起的震害 2.1 断裂带 2.1.1 断裂带定义 2.1.2 断裂带的产生原因 2.1.3 断裂带引起的震害 2.1.4 设计对策 2.2 山体滑坡 2.2.1 山体滑坡定义 2.2.2 山体滑坡的原因 2.2.3 震害 2.2.4 山体滑坡的防治措施 2.3 局部地形 2.3.1 局部地形定义 2.3.2 原因 2.3.3 抗震措施 2.4 泥石流 2.4.1 地震在泥石流形成中的作用 2.4.2 震害 2.4.3 抵抗措施 2.5 液化 2.5.1 液化的定义及其原因 2.5.2 主要震害特点 2.5.3 防治措施 2.6 结构与场地共振 2.6.1 结构与场地共振 2.6.2 1985年墨西哥地震概况分析 2.6.3 结构与场地共振防治对策 参考文献第3章 建筑体型原因引起的震害 3.1 建筑的不规则性 3.1.1 建筑结构的规则性 3.1.2 建筑不规则性引起的震害 3.1.3 建筑物形体的抗震设计对策 3.2 防震缝不合理设置 3.2.1 防震缝 3.2.2 防震缝作用 3.2.3 防震缝设置原则 3.2.4 防震缝不合理设置引起的震害 3.2.5 防震缝宽不满足要求时应采取的措施 参考文献第4章 结构布置原因引起的震害 4.1 结构扭转效应 4.1.1 结构扭转效应的定义 4.1.2 结构扭转效应的成因 4.1.3 结构扭转引起的震害 4.2 结构薄弱层 4.2.1 薄弱层定义 4.2.2 结构产生薄弱层的原因 4.2.3 震害特点 4.2.4 薄弱层的抗震设计对策 4.3 混合结构体系 4.3.1 混合结构定义 4.3.2 混合结构体系震害案例及原因与措施 4.3.3 混合结构体系防震措施 参考文献第5章 不同结构体系的震害 5.1 框架结构 5.1.1 框架结构的定义 5.1.2 框架结构的特点 5.1.3 框架结构的震害 5.1.4 框架结构抗震设计 5.2 剪力墙结构 5.2.1 剪力墙结构的定义 5.2.2 剪力墙的分类 5.2.3 剪力墙结构的震害 5.2.4 混凝土剪力墙结构的抗震设计对策 5.3 框架一剪力墙结构 5.3.1 框架一剪力墙结构的定义 5.3.2 框架一剪力墙结构的共同工作特性 5.3.3 框架一剪力墙结构的震害 5.3.4 框架一剪力墙结构设计原则 5.4 砖混结构 5.4.1 砖混结构的定义 5.4.2 砖混结构体系震害案例及原因 5.4.3 砖混结构体系抗震措施 5.5 钢结构 5.5.1 钢结构的震害 5.5.2 钢结构的基本抗震措施 参考文献第6章 非结构构件的震害 6.1 填充墙 6.1.1 填充墙的震害特点 6.1.2 填充墙的震害分析 6.1.3 填充墙的基本抗震措施 6.2 雨篷 6.2.1 雨篷的震害 6.2.2 减轻雨篷震害的措施 6.3 阳台 6.3.1 阳台的结构布置 6.3.2 阳台的震害 6.3.3 抗震措施 6.4 女儿墙 6.4.1 女儿墙的震害 6.4.2 减轻女儿墙震害的措施 6.5 幕墙 6.5.1 幕墙的震害与分析 6.5.2 幕墙的基本抗震措施 参考文献第7章 结构风灾破坏实例 7.1 房屋建筑结构 7.2 高耸结构 7.3 大跨空间结构 7.4 桥梁结构 7.5 发电站冷却塔结构 7.6 输电塔结构系统 7.7 广告牌结构 7.8 港口设施 7.9 海上石油钻井平台 7.10 风力发电系统 参考文献第8章 结构风灾典型案例简析 8.1 村镇低矮房屋 8.2 玻璃幕墙结构 8.3 高压输电塔结构 8.4 宁波市北仑体艺中心 8.5 旧塔科马大桥 8.6 英国渡桥热电厂冷却塔 8.7 大型广告牌结构 8.8 海上风力发电系统 参考文献第9章 结构火灾典型案例介绍与简析 9.1 911纽约世贸大楼 9.1.1 911火灾事故概况 9.1.2 世贸大厦结构概述 9.1.3 世贸大厦倒塌破坏原因分析 9.2 央视新址大楼 9.2.1 火灾事故概况 9.2.2 火灾事故原因分析 9.3 济南奥体中心 9.3.1 场馆与火灾事故概述 9.3.2 “东荷”火灾事故总结 9.4 上海市某教师公寓 9.4.1 火灾事故概况 9.4.2 火灾事故原因分析 9.5 长春市某单层厂房结构 9.5.1 火灾事故概况 9.5.2 火灾事故原因分析 9.6 美国加利福尼亚州某桥梁结构 9.7 圣哥达隧道 9.7.1 隧道概况 9.7.2 隧道火灾事故概述 9.7.3 火灾事故分析和反思 参考文献
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编辑推荐
　　叶继红主编的《地震风火灾害调查与简析》系统 介绍了典型地震、风、火三种灾害下土木工程结构的 破坏实例，并运用专业知识进行系统归纳与深入浅出 的分析?br/> 本书可作为土木工程高校防灾减灾课程教材，也 可供结构工程师学习参考?br/>                                 
 
目　　录
第1章 地震活动和启示 1.1 世界地震活动 1.2 中国地震活动 1.3 历次地震结构破坏的特点 1.3.1 1957年墨西哥地震(Mexico) 1.3.2 1960年智利康塞普西翁阿劳科半岛地震(Chile) 1.3.3 1963年南斯拉夫斯科普里市地震(Skopje) 1.3.4 1964年日本新溜地震(Niigata) 1.3.5 1964年美国阿拉斯加地震(Alaska) 1.3.6 1967年委内瑞拉加拉加斯地震(Caracas) 1.3.7 1968年日本十胜冲地震(Tokatsu Oki) 1.3.8 1970年秘鲁地震(Peru) 1.3.9 1971年美国圣费尔南多地震(San Fernando) 1.3.10 1972年尼加拉瓜马那瓜地震(Managua) 1.3.11 1976年中国唐山地震 1.3.12 1978年日本宫成冲地震 1.3.13 1978年希腊萨洛尼卡地震 1.3.14 1985年墨西哥地震 1.3.15 1988年亚美尼亚地震 1.3.16 1989年洛马普里埃塔地震 1.3.17 1994：年美国北岭地震(Northridge) 1.3.18 1995年日本阪神地震(Kobe) 1.3.19 1999年土耳其地震 1.3.20 1999年台湾集集地震 1.3.21 2008年中国汶川地震 1.3.22 2010年智利地震 1.3.23 20lO年青海玉树地震 1.3.24 2010年新西兰地震 1.3.25 2011年东日本大地震 1.3.26 2013年四川雅安芦山地震 1.3.27 2013年甘肃岷县地震 1.3.28 2014年云南鲁甸地震 1.4 房屋建筑地震震害经验与启示 参考文献第2章 场地原因引起的震害 2.1 断裂带 2.1.1 断裂带定义 2.1.2 断裂带的产生原因 2.1.3 断裂带引起的震害 2.1.4 设计对策 2.2 山体滑坡 2.2.1 山体滑坡定义 2.2.2 山体滑坡的原因 2.2.3 震害 2.2.4 山体滑坡的防治措施 2.3 局部地形 2.3.1 局部地形定义 2.3.2 原因 2.3.3 抗震措施 2.4 泥石流 2.4.1 地震在泥石流形成中的作用 2.4.2 震害 2.4.3 抵抗措施 2.5 液化 2.5.1 液化的定义及其原因 2.5.2 主要震害特点 2.5.3 防治措施 2.6 结构与场地共振 2.6.1 结构与场地共振 2.6.2 1985年墨西哥地震概况分析 2.6.3 结构与场地共振防治对策 参考文献第3章 建筑体型原因引起的震害 3.1 建筑的不规则性 3.1.1 建筑结构的规则性 3.1.2 建筑不规则性引起的震害 3.1.3 建筑物形体的抗震设计对策 3.2 防震缝不合理设置 3.2.1 防震缝 3.2.2 防震缝作用 3.2.3 防震缝设置原则 3.2.4 防震缝不合理设置引起的震害 3.2.5 防震缝宽不满足要求时应采取的措施 参考文献第4章 结构布置原因引起的震害 4.1 结构扭转效应 4.1.1 结构扭转效应的定义 4.1.2 结构扭转效应的成因 4.1.3 结构扭转引起的震害 4.2 结构薄弱层 4.2.1 薄弱层定义 4.2.2 结构产生薄弱层的原因 4.2.3 震害特点 4.2.4 薄弱层的抗震设计对策 4.3 混合结构体系 4.3.1 混合结构定义 4.3.2 混合结构体系震害案例及原因与措施 4.3.3 混合结构体系防震措施 参考文献第5章 不同结构体系的震害 5.1 框架结构 5.1.1 框架结构的定义 5.1.2 框架结构的特点 5.1.3 框架结构的震害 5.1.4 框架结构抗震设计 5.2 剪力墙结构 5.2.1 剪力墙结构的定义 5.2.2 剪力墙的分类 5.2.3 剪力墙结构的震害 5.2.4 混凝土剪力墙结构的抗震设计对策 5.3 框架一剪力墙结构 5.3.1 框架一剪力墙结构的定义 5.3.2 框架一剪力墙结构的共同工作特性 5.3.3 框架一剪力墙结构的震害 5.3.4 框架一剪力墙结构设计原则 5.4 砖混结构 5.4.1 砖混结构的定义 5.4.2 砖混结构体系震害案例及原因 5.4.3 砖混结构体系抗震措施 5.5 钢结构 5.5.1 钢结构的震害 5.5.2 钢结构的基本抗震措施 参考文献第6章 非结构构件的震害 6.1 填充墙 6.1.1 填充墙的震害特点 6.1.2 填充墙的震害分析 6.1.3 填充墙的基本抗震措施 6.2 雨篷 6.2.1 雨篷的震害 6.2.2 减轻雨篷震害的措施 6.3 阳台 6.3.1 阳台的结构布置 6.3.2 阳台的震害 6.3.3 抗震措施 6.4 女儿墙 6.4.1 女儿墙的震害 6.4.2 减轻女儿墙震害的措施 6.5 幕墙 6.5.1 幕墙的震害与分析 6.5.2 幕墙的基本抗震措施 参考文献第7章 结构风灾破坏实例 7.1 房屋建筑结构 7.2 高耸结构 7.3 大跨空间结构 7.4 桥梁结构 7.5 发电站冷却塔结构 7.6 输电塔结构系统 7.7 广告牌结构 7.8 港口设施 7.9 海上石油钻井平台 7.10 风力发电系统 参考文献第8章 结构风灾典型案例简析 8.1 村镇低矮房屋 8.2 玻璃幕墙结构 8.3 高压输电塔结构 8.4 宁波市北仑体艺中心 8.5 旧塔科马大桥 8.6 英国渡桥热电厂冷却塔 8.7 大型广告牌结构 8.8 海上风力发电系统 参考文献第9章 结构火灾典型案例介绍与简析 9.1 911纽约世贸大楼 9.1.1 911火灾事故概况 9.1.2 世贸大厦结构概述 9.1.3 世贸大厦倒塌破坏原因分析 9.2 央视新址大楼 9.2.1 火灾事故概况 9.2.2 火灾事故原因分析 9.3 济南奥体中心 9.3.1 场馆与火灾事故概述 9.3.2 “东荷”火灾事故总结 9.4 上海市某教师公寓 9.4.1 火灾事故概况 9.4.2 火灾事故原因分析 9.5 长春市某单层厂房结构 9.5.1 火灾事故概况 9.5.2 火灾事故原因分析 9.6 美国加利福尼亚州某桥梁结构 9.7 圣哥达隧道 9.7.1 隧道概况 9.7.2 隧道火灾事故概述 9.7.3 火灾事故分析和反思 参考文献
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