Advanced Materials Research Vol. 790

Abstract: Chinese traditional culture has a great impact on the construction of the Chinese traditional garden. Chinese classical gardens of Dealing with Water is inextricably linked with the Chinese culture. This article from the point of view of Chinese culture Confucian ,the Taoist viewpoint and Buddhist perspectives on Chinese garden of Dealing with Water elaborately, modern design philosophy has certain referential significance.

Abstract: A new instantaneous stochastic optimal control (ISO) for the linear building structures subjected to non-stationary random excitations is proposed. A plane shear structure is taken as the example to illustrate the proposed method. The main advantage of the method is that the control force is easy to be calculated because the expression of the control force is independent of the state of the system.

Abstract: With the development of infrastructure--the gradual perfection of the urban layout and the broadening of the roads--some buildings have become obstacles in overall city planning. But for economic and cultural reasons, these buildings should continue to exist. Therefore, in this paper a technique for moving monolithic buildings is described. The technologys for moving the monolithic building includes: the construction of the track for moving; separating the buildings upper structure from the basic structure; hauling the building along the tracks; fixing the building on the new foundation.

Abstract: Based on the multi-layer elastic system theory, large general used finite element software is used to analysis in the paper. Among the three kind pavements, the flexible pavement maximal deflection and wheel gap deflection difference is most, and the rigidity pavement is least, and the semirigid pavement is centered. Whatsoever, under the same axis load, the surface layer bottom deflection diminish speed is quicker than the basic layer bottom deflection diminish speed after a sort along with the structure layer rigidity increase. Showing the pavement structure layer upside deflection is sensitive to the structure layer intensity and rigidity increase.

Abstract: Floor slab static load test is a important method to judge the performance and carrying capacity of the slab. This paper, with the background of a factory frame-structure slab, introduced the testing scheme, the details of the testing process as well as the test results. The testing cases provide a useful reference for the same type of project.

Abstract: This paper explain the controllable factors of the application of the CRD method in the construction of an ultra-shallow, ultra-high section and large-span mined tunnel. And it also introduce the construction scheme of the application on the background of the Ou-Zhuang station air duct C of Guangzhou Metro line No.5. The practical application shows that the CRD method is not only an applicable method but also a necessary means for this kind of tunnel.

Abstract: This paper introduced engineering geological conditions of Xingheng highway, analysising, elaborated the adverse geological and special engineering geological problems along the highway, and conducted the engineering geological evaluation accordingly.

Abstract: According to Construction engineering bid evaluation is affected by many factors,the method based on extension superiority evaluation method and standard variance between-class method was proposed.First, in view of the characteristics of this project, evaluation system was constituted by eight indexes; Then the matter-element model based on superiority evaluation method was established so as to conduct bid evaluation of construction project. Finally, the superiority sort was gained. The result demonstrated this method has advantage of objectivity, practicability and high-efficiency.

Abstract: Applying the basic three-dimensional finite element dynamic method, we analyzed the deformation and stress of elastic layered asphalt pavement under the moving point load, and calculated the central surface displacement when an aircraft passes by. We discussed the influence of speed and structural parameters on the maximum of dynamic deformation and stress, while summarizing the change law.

Abstract: Based on node test and finite element analysis results of four different structural form enhanced nodes,failure modes,hysteretic behavior,bearing capacity,ductility and energy dissipation capacity of nodes are analyzed comprehensively and comparatively for more in-depth exploration about the seismic performance of symmetric enhanced nodes.The results showed that all the symmetric enhanced nodes have full hysteretic curve and energy dissipation capacity. On the whole,The flange-plate reinforced node exhibit better seismic performance.