抄録
In the previous paper, the author reported to formulate The Theory of the Construction with Elastic Joints for the linear static analysis of the precast reinforced concrete wall construction built by the precast reinforced concrete blind panels to obtain theoretically the mechanical behaver of the precast reinforced concrete wall construction under the horizontal force by an earthquake shock. Analysis was 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. This paper consists of the following contents. At first the theoretical value computed by previous theory fits in well with the result of the lateral loading for a precast reinforced concrete wall construction built by two precast reinforced concrete blind panels. Next with the view to studing an intension, analysis is carried out under the following assumptions still more : 1. The rigidity of the panel zone members consist of both horizontal joint members and vertical joint members are adopted. 2. The axical rigidity of vertical joint members are infinite.
