Abstract
The object of the pressent paper is to formulate The Theory of the Construction with Elastic Joints for the linear static analyses of the precast reinforced concrete wall construction built by the precast reinforced concrete blind panels. This paper intends to obtain theoretically the mechanical behavior of the precast reinforced concrete wall construction under horizontal force by an earthquake shock. With the view to studing an intension, analysis is carried out under the following assumptions : 1. The rigidity of blind panels are infinite quality outside rigidity of shearing. 2. Those blind panels are got in the joint frame. 3. Rigidity of expansion and construction, shearing and bending in joints around blind panels are basically accepted.
