A tapered beam element model is used to simulate the behaviour of a masonry arch bridge with loading.
采用梯形梁单元分析砖石拱桥在载荷作用下的行为。
This paper probes into the optimization of structural design for bottom bearing beam of the lower masonry structure of brick-frame construction.
对砖混—框架结构下部砌体结构承重梁结构设计优化进行探讨。
Setting the ring beam in masonry structure and constructional column is discussed shallowly in order to improve the earthquake resistant capability of the construction and extend operating life.
浅议砌体结构圈梁和构造柱的设置，从而提高了建筑物的抗震性能，延长其使用寿命。
The bond beam may also be used to strengthen bonded, load-bearing masonry panels in bending, without being secured to an adjacent load-bearing structure.
所述结合梁还可以用来在抗弯曲上增强砌合的承重砌体墙板，而不用被固定到相邻的承重结构上。
The simplified calculation formula for effective support length of end beam is determined by the code (GB50003-2001) for design of masonry structure.
《砌体结构设计规范》GB50003 2001关于梁端有效支承长度采用了简化计算公式。
The reinforced concrete forms a bond beam which strengthens the masonry.
所述钢筋混凝土形成增强砌体的结合梁。
The problems are pad setting problems. The beam pad has a compression stress for masonry. And for different materials masonry different limited values are put forward.
阐述了梁垫对砌体还起着一个压应力图形完整系数式影响系数的作用，对不同材料的砌体还提出相对应的限值要求。
This article analyzes the performance of local bearing masonry under beam end with upper loading.
本文分析了有上部荷载时梁端砌体局部受压工作性能。
Early masonry-concrete structure strengthening methods mainly fastens on ring beam and construction column and masonry strengthening with plaster splity.
早期砖混结构以圈梁构造柱和砖墙的钢筋网砂浆面层加固为主。
Early masonry-concrete structure strengthening methods mainly fastens on ring beam and construction column and masonry strengthening with plaster splity.
早期砖混结构以圈梁构造柱和砖墙的钢筋网砂浆面层加固为主。
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