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New Green Light-Frame House Suitable for Rural Area

Author: FuLiYang
Tutor: LiuYan
School: Yangzhou University
Course: Structural Engineering
Keywords: Rural residential system Light wood frame houses Wood frame shear wall Monotonic loading Repeated loading Base shear method Finite Element Analysis
CLC: TU366.2
Type: Master's thesis
Year: 2009
Downloads: 181
Quote: 0
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Abstract


\Spirit of \solutions and recommendations. Meanwhile, based on the current status of fast-growing poplar tree wood and poplar wood in northern Jiangsu, the existing research results, new wooden structure of the use of fast-growing poplar wood shear wall structure in rural Jiangsu promoting the comfort, safety, seismic , energy-saving, environmental protection, new structural system. In order to verify the seismic performance of the test in accordance with \and repeated load test, to test its anti-side performance. Its hysteretic behavior, elastic lateral stiffness of the ultimate displacement ductility, energy consumption, wall bone column pull Anchor internal force system. Using the base shear method to calculate the level of pilot wooden structure the Residential layer of wall standard values, and the structure of comparative tests, concluded that: the seismic performance of the test wall is far greater than the standard required by the specification, wood The structure of shear wall structure has a good seismic performance. Wood structural shear wall residential residential system in rural areas to promote a completely stable and reliable. The paper also described in detail the content of the wood frame shear wall test specimen design, test equipment, test content, the instrument layout and loader and shear walls of the one-way, and the test results of the trial and the failure pattern. The results show that: 1) the load-displacement curve of the same specimen check test is similar to the trial and the first cycle of the load-displacement curve envelope; 2) wood shear wall test failure mode of the destruction and the end wall of the nail nodes the bone columns uplift; 3) the role of the vertical load on the wall can significantly improve the performance of the shear wall, the hole size changes mainly affect the ultimate displacement and bearing capacity of the wall. Finally, the use of ANSYS software to numerical simulation analysis of wood structural shear wall. From the load - deformation curve to compare the ANSYS calculation and the experimental values. The results showed that the the ANSYS calculation results with the experimental results agree well.

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CLC: > Industrial Technology > Building Science > Building structure > The structure of the soil, brick, stone,bamboo,wood > Bamboo,wood structure > Wooden structure
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