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小山包上竖向不规则砖混结构办公楼严重震害分析
莫 庸1,金建民2,杜永峰3,曹宝恒4,刘新海5,刘郝林6
摘 要

莫  庸1,金建民2,杜永峰3,曹宝恒4,刘新海5,刘郝林6
(1甘肃省建设科技专家委员会;2甘肃省建筑设计研究院;3兰州理工大学;4甘肃省安全质量监督局;5陇南市建设局;6陇南市质量监督站)

[摘要] 本文对5.12汶川大地震中位于小山包上甘肃陇南气象局竖向不规则砖混结构办公楼严重破坏的震害情况进行了描述,并对其震害原因进行了初步分析,总结其经验教训,提出了高烈度地震区砖混结构多层办公楼抗震设计的加强措施。
[关键词] 汶川地震;震害;砖混结构;高烈度地震区

Analysis of Serious Seismic Damages on Vertical and Irregular Masonry-concrete Structure Office Buildings Located on Mound
Mo Yong1, Jin Jianmin2, Du Yongfeng3, Cao Baoheng4, Liu Xinhai5, Liu Helmn6
(1 Gansu Constructional Experts Commission;2 Gansu Institute of Architectural Design & Research; 3  Lanzhou University of Technology; 4 Bureau of Quality and Technical Supervision of Gansu; 5 Longnan Construction Bureau; 6 Quality Supervision Station of Longnan)

Abstract: ln this paper, a description of the seismic damages on the vertical and irregular masonry-concrete structure office buildings of Longnan Weather Bureau on mound during the Wenchuan earthquake on May 12th is presented, a preliminary analysis of causes to seismic damages, summarization of lessens and experiences is carried out. The proposals of reinforcement on multilayer masonry-concrete structure office buildings in the high-intensity earthquake region on aspect of seismic design are put forward.
Keywords: Whenchuan earthquake; seismic damage; masonry-concrete stucture; high-intensity earthquake region

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