Titlebook: Structural Masonry; Arnold W. Hendry Textbook 1998Latest edition Arnold W. Hendry 1998 masonry.stability.walls

Remodeling

書目名稱Structural Masonry影響因子(影響力)




書目名稱Structural Masonry影響因子(影響力)學(xué)科排名




書目名稱Structural Masonry網(wǎng)絡(luò)公開度




書目名稱Structural Masonry網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Structural Masonry被引頻次




書目名稱Structural Masonry被引頻次學(xué)科排名




書目名稱Structural Masonry年度引用




書目名稱Structural Masonry年度引用學(xué)科排名




書目名稱Structural Masonry讀者反饋




書目名稱Structural Masonry讀者反饋學(xué)科排名

Dissonance

agonist

Endearing

corporate

TAIN

Masonry Materials in Compression, structures are primarily stressed in compression, there has naturally been a concentration of interest in the resistance of the material to this type of loading, and many investigations have been carried out with a view to establishing the relationship between available unit types and materials, an

Insul島

Compression Failure Theories,or structural design codes, does not provide a detailed insight into the behaviour of masonry. A number of investigators have therefore attempted to derive theories of failure based on the fundamental properties of the component materials. The earliest of these would appear to be due to Haller [1],

暖昧關(guān)系

cluster

字形刻痕

Design Analysis of Unreinforced Masonry Structures, the building, (2) the determination of eccentricity of loading on walls, and (3) the distribution of lateral loads on the walls. Conventionally these problems are resolved in design calculations by rather arbitrary assumptions, but they can be treated more rationally by the methods described in thi