As two bottom stories of frame shear wall in commercial building, the methods of anti earthquake design of upper laying structure were not dealed with in code.
2
《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 simplified calculation formula for effective support length of end beam is determined by the code (GB50003-2001) for design of masonry structure.
3
盲孔多孔砖砌体的通缝抗剪强度略低于规范计算值，为保证结构安全，建议设计时乘以系数0.9；
The shearing strength of back covered porous brick masonry is slightly lower than the Standard level. A coefficient of 0.9 can be multiplied to ensure the safety of structures.
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百科
砌体结构规范
出版社: 中国建筑工业出版社; 第1版 (1997年1月1日) 精装: 252页 正文语种: 简体中文 开本: 16 ISBN: 9787112033119 条形码: 9787112033119 尺寸: 26 x 18.8 x 1.4 cm 重量: 440 g
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