Abstract
EPS module is connected like roy brick to form a hollow wall, then grouting the without vibrate concrete to form the thermal-insulating shear wall. Based on the experiment data, analyzed the aseismatic behavior of EPS module shear wall under horizontal cyclic loads by ANSYS software. Compared EPS module shear wall with the traditional shear wall on crack status, stress and strain distribution, rigidity, and attenuation coefficients of rigidity. Compared the experiment data with the finite element analysis result by ANSYS, discussed the method of analyzing this new plate material by finite element analysis, which can be basis for experiment and analysis on this material.
Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
