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地下洞室埋深对围岩双重非线性影响的有限元分析 总被引:2,自引:0,他引:2
分别使用小变形和大变形弹塑性有限元方法,对位于不同埋深的地下洞室围岩动态进行了计算,分析了围岩中的塑性区、位移场和应力场。当洞室埋深较小时,岩体双重非线性表现不明显,小变形与大变形方法所得结果相当接近;当洞室埋深较大时,岩体的双重非线性明显呈现而使得两种方法的结果相差较大,此时宜选择用大变形理论。 相似文献
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选择合适的嵌入式系统硬件平台进行GPS设备开发 总被引:5,自引:0,他引:5
首先对GPS设备组成和嵌入式系统硬件平台进行了简要的叙述,然后介绍了各种嵌入式处理器、存储器及其特点,着重阐述了用户在开发GPS设备时,如何根据其特点选取嵌入式系统硬件平台的问题。 相似文献
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James Douglas Langston Rebecca Anne Riggs Agni Klintuni Boedhihartono Agustinus Kastanya Jeffrey Sayer 《Singapore journal of tropical geography》2020,41(3):413-431
Seram is Indonesia's 8th largest island. It is central to the historic spice islands, once a hotbed for international trade of profitable tree-products, primarily clove and nutmeg. Recent increased rates of social and ecological change, including costly conflicts, present Seram with new challenges and opportunities for conservation and development. Using place-based transdisciplinary research methods, we diagnose the problems emerging in Seram. Engaging with actors across multiple scales and sectors, we explore drivers of change, social-ecological impacts, and institutional arrangements that might achieve improved inclusive and sustainable development outcomes. Traditional and formal governance arrangements require harmonizing to optimize the benefits and costs from large-scale investments arriving in Seram. Organizations wishing to achieve positive impact can more strategically engage with the broad range of actors to harmonize divergent visions for the future and confront the reality of incoming investments and infrastructure. 相似文献
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《地震工程与结构动力学》2018,47(5):1229-1249
This paper deals with the effect of the foundation mass on the filtering action exerted by embedded foundations. The system under examination comprises a rigid rectangular foundation embedded in a homogeneous isotropic viscoelastic half‐space under harmonic shear waves propagating vertically. The problem is addressed both theoretically and numerically by means of a hybrid approach, where the foundation mass is explicitly included in the kinematic interaction between the foundation and the surrounding soil, thus referring to a “quasi‐kinematic” interaction problem. Based on the results of an extensive parametric study, it is shown that the filtering problem depends essentially on three dimensionless parameters, i.e.: the dimensionless frequency of the input motion, the foundation width‐to‐embedment depth ratio, and the foundation‐to‐soil mass density ratio. In complements to the translational and rotational kinematic interaction factors that are commonly adopted to quantify the filtering effect of rigid massless foundations on the free‐field motion, an additional kinematic interaction factor is introduced, referring to the horizontal motion at the top of a rigid massive foundation. New analytical expressions for the above kinematic interaction factors are proposed and compared with foundation‐to‐free‐field transfer functions computed from available earthquake recordings on two instrumented buildings in LA (California) and Thessaloniki (Greece). Results indicate that the foundation mass can have a strong beneficial effect on the filtering action with increasing foundation‐to‐soil mass density and foundation width‐to‐embedment depth ratios. 相似文献
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自升式平台的水平偏移会增加作业难度,严重时降低平台的坐底稳定性。基于平台主体发生水平偏移U的原因,将水平偏移分成三部分:桩腿弯曲引起的水平偏移Ub,桩靴转动引起的水平偏移Ur以及桩靴平移引起的水平偏移Ud。利用有限元软件ABAQUS建立圆柱腿自升式平台-地基耦合模型,考虑桩土之间法向挤压、切向摩擦的接触关系,利用Coulomb定律计算摩擦力。利用子程序DLOAD实现波浪力的加载,波浪采用Airy波模型。针对桩周无回填土体、桩周土体未完全固结以及固结完成三个阶段,探究桩靴直径、回填土强度、以及埋置深度对U,Ud和Ub的影响。并与中国船级社《海上移动平台入级与建造规范》(2005)中推荐的方法进行对比。最后给出了相关的结论。 相似文献