Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Xing Min Hou"'
Selected, peer reviewed papers from the 2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012), May 25-27, 2012, Yantai, China
Publikováno v:
EURASIA Journal of Mathematics, Science and Technology Education. 13
Publikováno v:
Applied Mechanics and Materials. :115-120
Based on formulas of elastic mechanics, the axisymmetric problem applied to an elastic footing is analyzed. Using Hankel transform and finite difference method, the arbitrary points’ displacement and stress solutions of the axisymmetric elastic foo
Publikováno v:
Applied Mechanics and Materials. :153-158
Based on the theory of elastic wave in saturated soils, the vertical vibration of a rigid circular footing resting on saturated sands is studied to obtain its analytical solution of dynamic compliance coefficients. Considering the role of water in th
Publikováno v:
Advanced Materials Research. :1321-1326
The paper analyzes that hoop coefficients of the concrete-filled steel tube influence on dynamic response of the railway bridge height limit protective frame under impact load by using ANSYS/LS-DYNA. Change hoop coefficient of the concrete-filled ste
Publikováno v:
Advanced Materials Research. :704-707
In order to simplify the nonlinear analysis of reinforced concrete, a new study on concrete strength criterion under tension condition is made, and more simple and accurate practical calculation equations are put forward. The results from the equatio
Publikováno v:
Advanced Materials Research. :5062-5066
In this paper, the structural passive control which has the broad application prospect in seismic shock resistant and the wind-resistant design of civil engineering is introduced. the principle and wide application of structure passive control techno
Publikováno v:
Advanced Materials Research. :1429-1434
A quantificational calculation method of participating mass of foundation vertical vibration is presented in this paper. Vertical subsoil participating mass of strip and rectangular foundation are preliminarily calculated based on Boussinesq’s solu
Publikováno v:
Advanced Materials Research. :1924-1928
The purpose of high-limit protection rack under railway bridge is to protect railway bridge, and avoid passing vehicles under railway bridge colliding bridge. The paper discusses dynamic response and energy transfer of two different structures by ana
Publikováno v:
Advanced Materials Research. :1967-1972
Collisions between over-high trucks and protection frame for height limit happen frequently, which seriously destroyed the railway infrastructure and affected the road traffic safety. Based on nonlinear software ANSYS/LS-DYNA, the collision process o