Test research of the reinforced concrete fundamental frame structure with autoclaved aerated concrete masonry infilled in multi-ribbed walls;

In order to investigate the degradation mechanism of the mechanical property of elemental reinforced concrete frames in multi-ribbed walls, three elemental reinforced concrete frames with different relative stiffness and three identical frames without infill were tested under cyclic load.

This paper presents a study on the mechanical behavior of the fundamental reinforced concrete frame structure in multi-ribbed walls,where 1:2 ratio model experiments of eight specimens were conducted.

Analysis on the shear strength and bearing capacity of multi-ribbed composite wall;

Lateral rigidity and shear resisting capacity of multi-ribbed composite wall

Five fundamental frame structures are tested under monotonic load in order to study the interaction mechanism between frame grids and filling blocks of multi-ribbed composite wall,and the failure process and failure characteristics are summarized in details.

Fourteen specimens of multi-ribbed wall slabs were tested under low-frequency cyclic lateral loading,horizontal and vertical monotonously increasing loading.

Due to the complexity of constitute materials,multi ribbed wall slabs′elastic constants are difficult to define.

Through low frequency cyclic loading tests and horizontal loading tests on multi ribbed wall slabs with light weight outer frame,the main failure patterns of the walls are studied.