首页|泸定6.8级地震典型震害调查与分析

泸定6.8级地震典型震害调查与分析

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对四川泸定 6.8 级地震极震区中磨西镇和得妥镇的建筑物进行震害调查与分析,发现具有"散、脆、偏"特性的建筑物破坏严重,而具备完好抗震构造措施的砌体结构、结构布置具备"匀"思想的建筑物震害较轻.基于"变形饱和"建筑物致灾机理和泸定地震震害调查结果,将建筑物常见的结构布置划分为 5 种典型形式:全硬脆轴线结构、全弱延轴线结构、全弱脆轴线结构、普通结构和具有"偏中带匀"特点的硬脆与弱延混搭结构,分析每种形式对应的震害表现及其内在机理.结果表明:全硬脆轴线结构、全弱延轴线结构和具有"偏中带匀"特点的硬脆与弱延混搭结构因未到达"变形饱和点",震害表现极轻,几乎无可见裂缝,而其他 2 种结构布置形式的建筑均出现破坏,甚至倒塌.最后,结合"变形饱和"致灾机理对房屋抗震设计理念提出"匀"的建议.
Seismic damage investigation and analysis of buildings in Ms6.8 Luding earthquake
The seismic damage investigation and analysis were performed on buildings in Moxi Town and Detuo Town in the meizoseismal area of the Ms6.8 Luding earthquake in Sichuan.Buildings with the characteristics of looseness,brittleness,and eccentricity were seriously damaged,while buildings with confined masonry structure and"even"structural layout have performed surprisingly well.Based on deformation saturation theory and the damage of Luding earthquake,the structural layouts of common buildings were divided into five forms:structure with full hard-brittle axis,structure with full weak-brittle axis,structure with full weak-ductility axis,structure with hard-brittle axis and weak-ductility axis(either uneven or even),and the corresponding seismic damage performance and internal mechanism of each form were analyzed.The results indicated that the structure with full hard-brittle axis,the structure with full weak-brittle axis and the even structure with hard-brittle axis and weak-ductility axis had not reached the deformation saturation,so the seismic damage was extremely light,with almost no visible cracks,while the buildings with other structural layouts were damaged or even collapsed.Finally,it is suggested that the seismic design of structures should have the concept of"even"by using deformation saturation theory.

collapse mechanismseismic damage investigationdeformation saturationLuding earthquake

张俊、郭迅、罗若帆、董孝曜、董策、张钦哲

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中国地震局工程力学研究所 地震工程与工程振动重点实验室,黑龙江 哈尔滨 150080

地震灾害防治应急管理部重点实验室,黑龙江 哈尔滨,150080

防灾科技学院 中国地震局建筑物破坏机理与防御重点实验室,河北 三河 065201

嘉应学院 土木工程学院,广东 梅州 514015

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倒塌机理 震害调查 变形饱和 泸定地震

国家自然科学基金

52278489

2024

地震工程与工程振动
中国力学学会 中国地震局工程力学研究所

地震工程与工程振动

CSTPCD北大核心
影响因子:0.658
ISSN:1000-1301
年,卷(期):2024.44(3)
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