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Four models of Concealed multi-ribbed frame thermal insulation walls are manufactured at 1 /2 scale and then tested under eccentric load. The wall’s failure processes is described. Cooperative working action, failure modes and bearing capability are analyzed to obtain the bearing capability calculation formula. Research indicates that the phenomenon of the wall’s failure is coincide with reinforced concrete structures which under small and large eccentric load. The conclusion shows that the multi-ribbed frame and the blocks can work well together. The result of the calculation formula agrees conservatively with the test results. With high reliability, the formula may be used to calculate the bearing capability of this type of wall. Introduction Concealed multi-ribbed frame thermal insulation wall is a kind of environment-friendly wall, which is put forward under the background of energy saving and emission reduction, green recycling, low carbon and sustainable development. The first step to build a wall by building blocks with special holes, then to pour reinforced concrete in these special holes, finally forms a complete wall. It is different from the ordinary reinforced concrete shear wall structure, but also different from the ordinary reinforced building block masonry shear wall structure. Four models of Concealed multi-ribbed frame thermal insulation walls are manufactured at 1 /2 scale and then tested under eccentric load. Figure 1. The size and reinforcement of the wall specimen

Experimental Investigation on Concealed Multi-ribbed Frame Thermal Insulation Wall under Eccentric Load