Issue 30

L. Bing et alii, Frattura ed Integrità Strutturale, 30 (2014) 526-536; DOI: 10.3221/IGF-ESIS.30.63 526 Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method Liu Bing College of Mechanical and Electronic Engineering, China University of Petroleum, Qingdao 266580, China College of Mechanical and Electronic Engineering, Shandong University of Science and Technology, Qingdao 266510, China. liubing5195@163.com Qi Yaoguang, Du Jiyun College of Mechanical and Electronic Engineering, China University of Petroleum, Qingdao 266580, China A BSTRACT . Earthquake action is the main external factor which influences long-term safe operation of civil construction, especially of the high-rise building. Applying time-history method to simulate earthquake response process of civil construction foundation surrounding rock is an effective method for the anti-knock study of civil buildings. Therefore, this paper develops a civil building earthquake disaster three-dimensional dynamic finite element numerical simulation system. The system adopts the explicit central difference method. Strengthening characteristics of materials under high strain rate and damage characteristics of surrounding rock under the action of cyclic loading are considered. Then, dynamic constitutive model of rock mass suitable for civil building aseismic analysis is put forward. At the same time, through the earthquake disaster of time-history simulation of Shenzhen Children’s Palace, reliability and practicability of system program is verified in the analysis of practical engineering problems. K EYWORDS . Earthquake disaster; Three-dimensional dynamic finite element method (FEM); Civil architecture; Time-history analysis method. I NTRODUCTION nderground structure seismic research involves many subjects such as seismology, dynamics, rock mechanics, the theory of spray anchor bracmg and so on and it has always been a hot research topic at home and abroad. This paper from the viewpoint of engineering application, focuses on civil building earthquake disaster dynamic process simulation and system application development, carried on the comprehensive study of the civil construction dynamic time-history seismic analysis method and developed the three-dimensional dynamic finite element numerical simulation system of civil building earthquake disaster process. The explicit central difference method is adopted to realize the incremental solution to basic differential equation of kinematics. Strengthening characteristics of materials under high strain rate and damage characteristics of surrounding rock under the action of cyclic loading are considered and dynamic constitutive model of rock mass suitable for civil building aseismic analysis is put forward. Finally, a three-dimensional dynamic simulation of the earthquake disaster process was carried out of Shenzhen Children’s Palace. The results show that calculation speed can satisfy the requirement of engineering analysis program. The law is correct and calculation result is reasonable. Therefore, it can be applied to earthquake disaster process simulation in actual underground engineering. U