期刊文献+

钢结构快速加固无构造柱砌体方法与性能研究

Rapid Reinforcement of Masonry Structure without Constructional Columns Using Steel Component and Performance Study
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摘要 以实际工程背景为例,针对典型的有圈梁无构造柱砌体结构教室在抗震方面的不足,提出一种钢结构快速加固形成类似构造柱体系的加固方法。从理论上比较此种加固方法与传统的新增钢筋混凝土构造柱的加固方法的加固性能,验证此种加固方法的有效性,最后提出在实际工程中的设计建议。 Based on practical engineering,considering classroom which have ring beams and no constructional the seismic deficiencies of typical masonry structural columns,a rapid steel structural reinforcement method is proposed which can form a similar system of constructional column.The strengthening performance of this method is compared with traditional reinforcement method of adding reinforced concrete constructional column theoretically to verify the effectiveness of this method.In the end, design suggestion for practical engineering is proposed.
出处 《江苏建筑》 2011年第6期45-47,共3页 Jiangsu Construction
基金 江苏省高校自然科学研究项目"基于性态的学校建筑钢结构快速加固理论与试验研究"(09KJA560001)
关键词 无构造柱 抗震 快速加固 without constructional columns seismic rapid reinforcement
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