Zobrazeno 1 - 10
of 11
pro vyhledávání: '"He Tao Hou"'
Autor:
He Tao Hou, Li Tian
Selected, peer reviewed papers from the 2013 International Conference on Civil, Architecture and Building Materials, (3rd CEABM 2013), May 24-26, 2013, Jinan, China
Publikováno v:
Applied Mechanics and Materials. :1558-1562
Bond-slip properties of concrete reinforced by bamboo-based fiber composites were investigated. The influences of strength grade of concrete, bond length, strength grade of bamboo-bar and section form were studied based on the L16(45) orthogonal expe
Publikováno v:
Applied Mechanics and Materials. :920-925
Bond properties of ceramic concrete reinforced by bamboo bar were investigated based on pull-out tests. The influences of strength grade of ceramic concrete, material type, bond length, side length and notch spacing of bamboo bar on the bond strength
Publikováno v:
Applied Mechanics and Materials. :2851-2856
This paper presented a design of a steel residential house. H-shaped steel was chosen as the beam and column of the steel frame. End-plate joints and welding node joints were used to connect each other so that the structure could be constructed rapid
Publikováno v:
Applied Mechanics and Materials. :231-236
In order to avoid the failure of bond slip between the new and old concrete of the prestressed concrete composite slab (named PK slab), and the difficulty in the formwork of PK slab, this paper presents a new type of prestressed concrete composite sl
Monotonic Behaviors of Steel Frames with Sandwich Composite Panel Infills: Theoretical and Numerical
Publikováno v:
Applied Mechanics and Materials. :1424-1428
Analysis of infilled frames is one of the most complicated problems in the structural engineering field. This complication is mainly attributed to the existence of the variety and complex of the infills and the difficulty in modeling the infill-frame
Publikováno v:
Applied Mechanics and Materials. :78-82
This paper discusses results of experiments on blind bolted end plate joints to concrete-filled thin-walled steel tubular (CFTST) columns. Four exterior joints to CFTST columns subjected to cyclic loadings. A feature of this novel joint is the use of
Publikováno v:
Applied Mechanics and Materials. :2373-2378
In recent years, wall panels have been more and more used in the steel residential houses. A series of investigations on the seismic performance of the steel frame with composite panels have been carried out. According to the connection types between
Publikováno v:
Advanced Materials Research. :810-814
Sandwich composite panel is a new developed building material applied in steel residential houses, but the theory and experiment of this panel is still limited. In order to study the influence of the boundary conditions and shear connector patterns o
Publikováno v:
Advanced Materials Research. :499-505
A model of full scale one-bay, one storey was tested under low cyclic loading in order to study the hysteretic behavior of steel frames with sandwich composite (SC) panels. According to the failure pattern and damage process of test specimen, seismic