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芦山7.0级强烈地震砖混民居震害调查与分析
王涛_图1 (a) 无构造措施砖混结构Masonry residential buildings without constructional measures
王涛_图1 (b) 无构造措施砖混结构Masonry residential buildings without constructional measures
王涛_图2 (a) 平面内构造柱设置不足Insufficient confinement of the constructional columns in plane
王涛_图2 (b)平面内构造柱设置不足 Insufficient confinement of the constructional columns in plane
王涛_图3 (a)龙门乡(IX度区)某砖混结构A masonry residential building at Longmen
王涛_图3 (b)龙门乡(IX度区)某砖混结构A masonry residential building at Longmen
王涛_图3 (c)龙门乡(IX度区)某砖混结构 A masonry residential building at Longmen
王涛_图3 (d)龙门乡(IX度区)某砖混结构 A masonry residential building at Longmen
王涛_图4 (a)构造柱竖向分布不规则Vertical irregularity of constructional columns
王涛_图4 (b)构造柱竖向分布不规则Vertical irregularity of constructional columns
王涛_图5 (a)出屋面部分的破坏 Seismic damage of penthouses
王涛_图5 (b)出屋面部分的破坏 Seismic damage of penthouses
王涛_图6 (a)不同厚度墙体的破坏 Seismic damage of masonry walls with different thickness
王涛_图6(b) 不同厚度墙体的破坏Seismic damage of masonry walls with different thickness
王涛_图7 (a)隆兴乡(IX度区)某民宅A masonry residential building at Longxing
王涛_图7 (b)隆兴乡(IX度区)某民宅A masonry residential building at Longxing
王涛_图8 (a) 隆兴乡(IX度区)某三层民宅地基沉降Non-uniform settling of foundation
王涛_图8 (b)隆兴乡(IX度区)某三层民宅地基沉降Non-uniform settling of foundation
王涛_图9(a) IX度区几乎完好的砖混民居Almost perfect masonry residential buildings in IX region
王涛_图9 (b) IX度区几乎完好的砖混民居 Almost perfect masonry residential buildings in IX region
王涛_图9 (c) IX度区几乎完好的砖混民居Almost perfect masonry residential buildings in IX region
王涛_图10 (a) 典型民居构造 Typical configuration of masonry residential buildings
王涛_图10 (b) 典型民居构造 Typical configuration of masonry residential buildings
王涛_图11(a) IX区民居建筑破坏 Seismic damage of masonry residential buildings in IX region
王涛_图11 (b) IX区民居建筑破坏Seismic damage of masonry residential buildings in IX region
王涛_图11 (c) IX区民居建筑破坏 Seismic damage of masonry residential buildings in IX region
王涛_图12 (a) VIII区民居建筑破坏Seismic damage of masonry residential buildings in VIII region
王涛_图12 (b) VIII区民居建筑破坏Seismic damage of masonry residential buildings in VIII region
王涛_图12 (c) VIII区民居建筑破坏Seismic damage of masonry residential buildings in VIII region
王涛_图12 (d) VIII区民居建筑破坏Seismic damage of masonry residential buildings in VIII region
王涛_图12 (e) VIII区民居建筑破坏Seismic damage of masonry residential buildings in VIII region
王涛_图13 (a)无约束砌体与约束砌体结构的抗震性能Seismic performance of unconfined and confined residential buildings
王涛_图13 (b) 无约束砌体与约束砌体结构的抗震性能Seismic performance of unconfined and confined residential buildings
王涛_图14 (a) 现浇楼板和预制楼板的抗震表现Seismic performance of cast-in-site RC slab and prefabricated RC slab
王涛_图14 (b) 现浇楼板和预制楼板的抗震表现Seismic performance of cast-in-site RC slab and prefabricated RC slab
王涛_图15 (a)圈梁挑梁的设置Configuration of ring beam and cantilever beam
王涛_图15 (b) 圈梁挑梁的设置Configuration of ring beam and cantilever beam
王涛_表1 高烈度区主要民居类型的破坏比和平均震害指数Damage ratio and mean damage index of typical residential structures in high-intensity regions
论文代码
E118201303002
第一作者
王涛
第一作者单位
中国地震局工程力学研究所, 中国地震局地震工程与工程振动重点实验室
非第一作者
张永群:中国地震局工程力学研究所,中国地震局地震工程与工程振动重点实验室,黑龙江哈尔滨,150080
金波:中国地震局工程力学研究所,中国地震局地震工程与工程振动重点实验室,黑龙江哈尔滨,150080
孔子昂:中国地震局工程力学研究所,中国地震局地震工程与工程振动重点实验室,黑龙江哈尔滨,150080
雷远德:中国地震局工程力学研究所,中国地震局地震工程与工程振动重点实验室,黑龙江哈尔滨,150080
2013 33 3 9-19
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