Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Ai Rong Liu"'
Publikováno v:
Journal of Analysis and Testing.
Autor:
Ai Rong Liu, Yong Lin Pi
Publikováno v:
Key Engineering Materials. 763:1087-1094
This paper investigates seismic responses of Xinguang Bridge, a 3-span continuous rigid-frame and steel-truss arch bridge. Earthquake excitation input is a key issue for the seismic analysis. This paper uses a finite element method to study the trave
Publikováno v:
Mathematical Problems in Engineering. 2014, p1-14. 14p.
Publikováno v:
Applied Mechanics and Materials. :1430-1434
The method of MMCP (modified modal cyclic pushover) which can reflect the dual criterion of deformation and energy was used to make an assessment on seismic performances of the steel reinforced concrete piers and reinforced concrete bridge piers. The
Autor:
Qin CHU, Shi-Hui JIAO, Ya-Chun WANG, Lin LIU, Ai-Rong LIU, Hong-Jun WU, Zhen-Quan XIE, Shi-Yu HOU, Fan-Jun GENG, Cong-Yong WANG, Shi-Xin TAN, Rui TAN, Yi ZHANG, Ying YU, Yuan ZHANG
Publikováno v:
Hereditas (Beijing). 35:623-627
Arachnomelia syndrome (AS) is a recessive inherited disease in cattle. Although the arachnomelia phenotypes are virtually identical in Brown Swiss and Simmental cattle, the causative mutation are different, which are a 1 bp insertion c.363-364insG in
Publikováno v:
Applied Mechanics and Materials. :2507-2510
A method for the box girders creep calculation considering the hydration heat is proposed and the effect of the hydration on the creep is discussed. The box girder is divided into several components and the average hydration temperature of the compon
Publikováno v:
Journal of Central South University. 20:1750-1758
A new calculation method for axial load capacity of separated concrete-filled steel tubes based on limit equilibrium theory was proposed, which took into account the decrease of confinement effect by steel tube and the non-uniform distribution of ult
Publikováno v:
Advanced Materials Research. 676:166-169
With the constructing project of Shengli Bridge as the background, this paper presents the measured stress and deformation data of main arch rib during the process of full framing scheme. The measured data are compared with the computation results.An
Publikováno v:
Advanced Materials Research. 676:170-174
By the setting torsional and lateral displacement function of sidewise buckling of two-hinged circular arch under concentrated force, the single-arch structure's bending, torsional deformation and external force potential can be constructed. An analy
Publikováno v:
Applied Mechanics and Materials. :2340-2344
Equivalent seismic wave can be formed by a main wave and two strong aftershock waves on the basis of energy equivalent principle. With a long-span arch bridge as a research object, the hysteretic energy distribution of the pier and arch were got by t