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莫  庸¹，金建民²，杜永峰³，曹寶恒⁴，劉新海⁵，劉郝林⁶
（1甘肅省建設(shè)科技專家委員會(huì)；2甘肅省建筑設(shè)計(jì)研究院；3蘭州理工大學(xué)；4甘肅省安全質(zhì)量監(jiān)督局；5隴南市建設(shè)局；6隴南市質(zhì)量監(jiān)督站）

[摘要] 本文對(duì)5.12汶川大地震中位于小山包上甘肅隴南氣象局豎向不規(guī)則磚混結(jié)構(gòu)辦公樓嚴(yán)重破壞的震害情況進(jìn)行了描述，并對(duì)其震害原因進(jìn)行了初步分析，總結(jié)其經(jīng)驗(yàn)教訓(xùn)，提出了高烈度地震區(qū)磚混結(jié)構(gòu)多層辦公樓抗震設(shè)計(jì)的加強(qiáng)措施。
[關(guān)鍵詞] 汶川地震；震害；磚混結(jié)構(gòu)；高烈度地震區(qū)

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