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Research Reports from Indian Institute of Technology Provide New Insights into Structural Engineering

机译:印度技术学院的研究报告为结构工程提供了新见解

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2011 APR 20 - (VerticalNews.com) -- According to a study from Uttar Pradesh,rnIndia, "Nonlinear behavior at the soil-foundation interface due to mobilization of the ultimaterncapacity and the associated energy dissipation, particularly in an intense earthquake event, mayrnbe utilized to reduce the force and ductility demands of a structure, provided that the potentialrnconsequences such as excessive settlement are tackled carefully. This study focuses on modelingrnthis nonlinear soil-structure interaction behavior through a beam-on-nonlinear-Winklerfoundationrn(BNWF) approach."
机译:2011年4月20日-(VerticalNews.com)-根据印度北方邦的一项研究,“由于最终能力的动员和相关的能量耗散,特别是在强烈地震事件中,可能在土-基础界面发生非线性行为,可能是只要小心解决潜在的后果,例如过度沉降,就可以减少结构的受力和延展性。本研究的重点是通过非线性非线性Winklerfoundationrn(BNWF)方法对这种非线性的土-结构相互作用行为进行建模。”

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