提出了带竖向通缝的建筑模网混凝土剪力墙，并对其基本性能进行研究。
Study the basic behavior on Building Formwork concrete shear wall with vertical seams.
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.
苏通大桥主桥伸缩缝采用异型钢与单元橡胶密封带组合的模数式结构。
Sutong bridge adopted a module structure combined with deformed steel and unit rubber polymer as expansion joint.
苏通大桥主桥伸缩缝采用异型钢与单元橡胶密封带组合的模数式结构。
Sutong bridge adopted a module structure combined with deformed steel and unit rubber polymer as expansion joint.
应用推荐