The paper illustrates the calculation of two- way arc shear wall and technological process in He Long Stadium, emphatically introduces the construction and management measures having taken in order to meet the technological demands of Lu Ban Honour.

Considering the effective influence of shear-lag,special-section multi-component model was put forward in this paper for example T-shaped short-leg shear wall.

According to the finite element theory and the computer simulative principle basic mentality, using finite element analysis software ANSYS,the load capacity,deformation capacity and ductility of T-shaped short-leg shear wall are tested by push-over simulative test,and carried on the optimized analysis to its influential factors.

This paper is based on computer simulation theory and finite element analysis method, using finite element analysis software ANSYS,the load capacity、deformation capacity and ductility of T-shaped short-leg shear wall are tested by pus

The computer simulation and testing research for flexural properties of arc-shaped brick wall;

The underground circumferential pipe tunnel with high drop height,arc wall in different radius and three-dimensional space change,arc concrete iron wall have difficulties in measuring and setting-out route,for the traditional measurement and setting-out methods cannot work well.