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作 者:肖伟[1] 王巍[1] 周晓夫[1] 孟钢[1] 王菁[1] 易方民[1]
机构地区:[1]中国建筑科学研究院工程抗震研究所,北京100013
出 处:《工程抗震》2002年第2期27-31,共5页Earthquake Resistant Engineering
摘 要:某仿古体育馆建筑由钢筋混凝土框架和砖砌体混合承重 ,存在错层 ,屋面采用钢屋架体系。通过现场调查和检测 ,总结出此类结构的抗震鉴定方法 ,找出了该房屋存在的结构缺陷 ,采取了有效合理、经济适用的加固处理措施。该房屋经加固处理后 ,提高了抗震能力 ,并且保持了其原有的建筑风格和正常使用功能 。The structural system of a gymnasium of pseudo?classic architecture is composed of R.C.frame and brick masonry with staggered floors.Steel truss is adopted as the roof.Through investigation and testing on site,a seismic evaluation method is concluded for such type of building.The existing structural defects were found and a series of effective and economical strengthening measures were used.After strengthening,the earthquake resistant capability of the building was improved.At the same time,the original architectural style and service function are maintained,thus obtaining a good effect.
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