An explicit representation of steady state response of a beam on an elastic foundation to moving harmonic line loads

A closed‐form deflection response of a beam rest is presented in this paper using the integral transform method. The theory of linear partial differential equations is used to represent the deflection of beam subjected to a moving harmonic line load in integration form. The solution is finally carried out using the inverse Fourier transform. To evaluate the integration analytically, poles of the integrand are identified with the help of algebraic equation theory. Residue theorem is then utilized to represent the integration as a contour integral in the complex plane. Closed‐form deflections and numerical results are provided for different combinations of load frequency and velocity. Copyright © 2002 John Wiley & Sons, Ltd.     

Plane of elastic non-resisting tension material under foundation structures

In the frame of 2D-static problems one approaches the problem of elastic-NRT (not-resisting tension) semi-plane loaded on its limit line. This problem is intended to model the stress situation induced in the soil by a foundation structure. The solution, in terms of activated stress field, is searched for in the class of stress fields satisfying equilibrium and admissibility conditions, by applying an energy approach. Copyright © 2004 John Wiley & Sons, Ltd.     

载荷试验确定基床系数修正方法的讨论

Winkler地基模型是目前工程界应用最广的一种地基模型，但对其关键参数——基床系数k的确定，许多文献的表述并不一致。该文在大量试验资料的基础上，通过对该问题的深入研究，阐明了通过载荷试验确定基床系数修正方法的有关概念。对于砂性土地基，载荷板试验得出的基准基床系数仅需要进行基础大小修正，而对于粘性土地基，则需要进行基础大小和基础形状两项修正。     

岩石锚杆基础抗拔承载力计算方法探究

岩石锚杆基础作为架空输电线路塔基中的一种特殊基础型式,可以充分发挥原状岩体的力学性能,具有良好的抗拔性能。根据目前岩石锚杆基础原型试验的结果,《架空送电线路基础设计技术规定》中所推荐的单锚基础抗拔承载力计算模型中,理想45?破坏模式与实际不符,按其设计计算值偏差较大,可能导致设计成果不安全。为此,依据极限平衡原理基于围岩强度建立了较为合理的抗拔承载力计算模型,力学推导得出了相关公式,并进行了简化。通过推导公式计算值与实测值、设计值对比验证可知,抗拔承载力极限值位于 ～ 区间内,与推荐公式 的计算值一致性较好,能满足工程应用精度,具有可行性。     

An ‘Effective’ Involvement of Indigenous People in Environmental Impact Assessment: the cultural impact assessment of the Saru River Region,Japan

The Cultural Impact Assessment of the Saru River Region represents the first time that a site investigation was implemented in Japan in order to preserve an ethnic culture in relation to the construction of a dam. One of the project's basic concepts was to get local residents, especially those of Ainu ethnicity, to participate in the investigation. Existing case studies of environmental impact assessment have argued that the assessment has failed to sufficiently involve Indigenous people in its process and has largely failed to incorporate Indigenous knowledge, cultural values, and voices into its processes and outcomes. Also, intangible aspects of Indigenous cultural heritage have not been protected. In the Cultural Impact Assessment of the Saru River Region, the Final Report was released in 2006 and significantly included the 3 year investigation of input by local residents. In this sense, this assessment succeeded in effectively involving Indigenous people in its process and in reflecting their cultural values in its results. The more important issue is, however, how these results were included in the final outcomes. If Indigenous people have no power over final decision making, their involvement is not effective. This paper analyses the significance and unresolved problems involved in this overall assessment process.     

论《GIS空间分析》课程建设

综述了GIS空间分析理论的相关知识面和知识点,分析了课程的教学适应性,提出了课程建设的几点建议.     

基于网络视频的建设工程监管系统研究

探讨网络视频应用于建设工程监管领域的系统建设,介绍了系统框架、数据建设、功能设计和技术路线,以重庆市重点建设工程为例进行项目开发并在建委系统取得了试用,最后指出全过程、多传感、集成的体制性建设工程监管系统是未来趋势。     

测量监测技术在高层钢结构施工中的应用实践

本文结合大连期货大厦高层钢结构施工放样工程论述了高层钢结构主体施工控制和监测的工艺方法,具体介绍了首层控制网建立,内控点投测、轴线控制,标高控制、标高传递的步骤,以及钢柱扭转、错位、垂直度纠正的方法,对其它高层钢结构施工有参考价值。     

快速城市化地区建设用地演变驱动力研究——以深圳市龙岗区为例

在综述国内LUCC驱动力研究的基础上,确定了驱动因子。以深圳市龙岗区为例,基于非线性的Lo-gistic模型,分析研究了建设用地演变的驱动力。     

利用新技术进行土地利用更新调查的几点体会

通过作者使用新技术进行安阳市土地利用更新调查的体会,指出了新技术存在的优势及新老技术结合的方法,并对更新调查的基本要求与程序作了比较详细的说明,最后指出利用MapGIS等地理信息软件进行二次开发从而实现土地利用现状图、文、表一体化的工作方式和变更、管理的一体化将成为土地利用调查及管理的主要方向.