本文对多层混合结构房屋承重纵墙计算模式进行了试验研究和理论分析。
The experimental study and analysis in theory of analytical models of bearing longitudinal wall for multistory masonry structure buildings with RC floors are presented in the paper.
地基基础不均匀沉降将对建筑物特别是混合结构房屋和混凝土框架结构房屋产生很大的危害。
The non-uniformity settlement of ground foundation is harmful to the building, specially to the masonry structure and the concrete frame structure.
地基基础不均匀沉降将对建筑物特别是混合结构房屋和混凝土框架结构房屋产生很大的危害。
The non-uniformity settlement of ground foundation is harmful to the building, specially to the masonry structure and the concrete frame structure.
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