...的专业平台 关键词］ 配筋砌块砌体； 短肢砌体剪力墙； 灾后重建；室内临时避难所 [gap=985]Key words:reinforced block masonry; short-leg masonry shear wall; post-disaster reconstruction; temporary indoor ..
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配筋混凝土砌块砌体 reinforced concrete block masonry
The test results showed that eccentricity is the main factor on the failure mode and the capacity of the reinforced concrete masonry columns.
试验结果表明,偏心距是影响配筋砌块砌体柱破坏形态与承载能力的主要因素。
参考来源 - 配筋砌块砌体柱偏心受压承载力的试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
对配筋砌块砌体剪力墙抗剪承载力进行了理论分析和试验研究。
The theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated.
本文还分析了配筋砌块砌体剪力墙端部约束对其抗弯承载力的影响。
Subsequently, the effect of the end restraint on the flexural capacity is analyzed.
最后通过计算实例比较和分析了配筋砌块砌体剪力墙手算、程序计算的异同。
At last, through an example, the similarities and differences of manual calculation and program calculation are compared and analysed.
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