本文分别对轻钢骨模网混凝土的工作性能、轻钢骨剪力墙的抗剪性能做了深入的理论研究。
The performance of the light steel reinforced concrete and the shear strength are deeply studied in this thesis.
本文对钢筋网水泥砂浆面层加固开裂墙体进行了试验，并分析了加固墙体的抗弯能力和抗剪能力。发生弯剪破坏时，加固墙体抗剪能力高于抗弯能力。
In this paper, cracking masonry walls strengthened by coating cement mortar with steel meshes were tested, and the bending and shearing capacity of the strengthened wall are analyzed.
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