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Dynamical Behavior of Nonlinear Viscoelastic Timoshenko Beams with(Damage) on a Viscoelastic Foundation 被引量:2
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作者 盛冬发 张燕 程昌钧 《Journal of Shanghai University(English Edition)》 CAS 2004年第3期245-251,共7页
Based on convolution-type constitutive equations for linear viscoelastic materials with damage and the hypotheses of Timoshenko beams with large deflections, the nonlinear equations governing dynamical behavior of Tim... Based on convolution-type constitutive equations for linear viscoelastic materials with damage and the hypotheses of Timoshenko beams with large deflections, the nonlinear equations governing dynamical behavior of Timoshenko beams with damage on viscoelastic foundation were firstly derived. By using the Galerkin method in spatial domain, the nonlinear integro-partial differential (equations) were transformed into a set of integro-ordinary differential equations. The numerical methods in nonlinear dynamical systems, such as the phase-trajectory diagram, Poincare section and bifurcation figure, were used to solve the simplified systems of equations. It could be seen that simplified dynamical systems possess the plenty of nonlinear dynamical properties. The influence of load and material parameters on the dynamic behavior of nonlinear system were investigated in detail. 展开更多
关键词 viscoelastic solid with damage Timoshenko beams large deflection CHAOS bifurcation.
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Condition evaluation of a unique mining site
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作者 Liu Junsheng Chen Frank Y. +1 位作者 Ma Yan Zhang Siya 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第6期1023-1029,共7页
The primary objective of this study was to evaluate the existing conditions and the stability of a mining site in which the unique features of seismicity, mining activity, hydrological conditions, geological condition... The primary objective of this study was to evaluate the existing conditions and the stability of a mining site in which the unique features of seismicity, mining activity, hydrological conditions, geological conditions, environmental conditions, and future development plans were considered. In particular, the potential subsidence locations near the proposed construction site, the effects of mining boundary profile,and the influence scope of the mining activity on the neighboring areas were investigated using the finite element method. The study results indicate:(1) the overlying sandstone layer to the coal layer is the key to the stability of the mining roof;(2) the broken boundary has the most effect, followed by the arc boundary and linear boundary;(3) the safe distance from the mining boundary should be at least400 m if the proposed structure is to be built near an active mining site. Other relevant engineering recommendations are also proposed. The concluded results from this study may serve as a guide to other similar sites in the world. 展开更多
关键词 MiningStabilityConditionEvaluationFinite element
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Study on Energy Conservation of External Wall Structure of Rural Houses in Cold Area
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作者 Yingshe Su 《International Journal of Technology Management》 2013年第2期88-90,共3页
According to the status of the northern rural architecture analysis, the prevalence of high energy consumption, low comfort features, it is essential to design energy-efficient buildings in rural areas. Article resear... According to the status of the northern rural architecture analysis, the prevalence of high energy consumption, low comfort features, it is essential to design energy-efficient buildings in rural areas. Article research and analyze the layout of rural buildings, a variety of energy-saving technologies and building design measures development and utilization of new energy sources and other issues that can make rural buildings to save energy and improve the environmental quality of living of farmers. It also put forward some reasonable suggestions for carrying out residential building energy efficiency in cold areas. 展开更多
关键词 Rural housing building energy efficiency technology optimization: comprehensive evaluation
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