不同排水条件下饱和黏土的冲击性状研究

为认识不同现场排水条件对强夯加固效果的影响,试验研究了不同排水条件冲击时饱和黏土的动力响应和冲击后再固结性状。试验结果表明,不同的排水条件对冲击时饱和黏土的孔隙水压力、排水、体变、应变和再固结时的体变有重要影响。孔隙水压力、冲击次数和冲击能量三者满足双曲线关系;排水冲击的总体变大于不排水冲击的总体变。为改善排水效果,施工时应设置多条排水路径,同时加大夯击能。     

历史街区的更新改造策略——以屯溪老街马路改造为例

文章通过屯溪老街改造前的风貌评价,提出分级改造强度,延续发展屯溪老街核心商业功能的更新理念,对老街历史肌理、尺度与风貌进行整体控制的原则,从业态规划,建筑改造,交通组织,街道入口、街道灯饰、地面铺装改造等方面进行治理、改造,使改造后的屯溪老街焕发新的活力.     

砌体墙板的平面外性能

基于三维匀质化方法,建立了砌体墙板的三维匀质化基本单元,将匀质化后的砌体墙看成四边有支撑的竖向平板,提出了运用板理论来研究砌体墙板的平面外力学性能的方法,且分别给出了薄板理论和中厚板理论下砌体墙板的匀质化模型,推导了在对应模型下的匀质化砌体墙板的跨中挠度计算公式,对120、180、240和370 mm厚的砌体墙在固定高宽比和变化高宽比下的跨中挠度进行了详细的对比分析,得出了2种理论对不同尺寸的匀质化砌体墙板的适用性.该方法具有一定的实用价值,完善了砌体分析理论.     

Mechanical properties of deep-buried marble material under loading and unloading tests

The mechanical properties are essentially different when rock material is subjected to loading or unloading conditions. In this study, loading and unloading tests with various confining pressures are conducted to investigate the mechanical properties of marble material samples taken from the deep diversion tunnels of Jinping II Hydropower Station. The stress-strain relationship, failure characteristics and strength criterion are compared and analyzed based on the experiment results. The results show: in the loading and unloading test, peak strength, lateral strain, axial strain and plastic deformation increase significantly as the confining pressure increases. Lateral strain increased significantly and obvious lateral dilatancy can be observed to the change of confining pressure; The fracture mode is mainly the single shear fracture for the triaxial compression test and post-peak test, angle between the failure surface and the ends of the rock material becomes smaller as the confining pressure increases. Hoek-Brown strength criterion reflects the strength characteristics of marble material under two different unloading conditions, and has some supplementary effects to the rock material of mechanical field.     

连续多跨矮塔斜拉桥力学性能分析

以开封黄河二桥主桥为研究对象,采用有限元程序Midas/civil对该桥进行了力学性能分析.计算结果表明:由于该桥塔高与跨径之比较大,斜拉索承担较多的竖向荷载,能有效降低主梁支点截面的高度和内力;主梁的内力与变形表现为多跨连续梁的受力特点,主梁基本全截面受压,轴力分布较为均匀,在桥塔根部支点处出现较大正弯矩,跨中出现负弯矩;主梁刚度较大,整体变形以向上为主,变形量较小;主塔只起到拉索转向块的作用,纵向受力较小,故各塔顶纵桥向位移较小,在中等跨径范围内,可采用多跨矮塔斜拉桥方案解决普通多跨斜拉桥的刚度问题;每根塔柱两侧拉索的拉力由内向外依次小幅增大,总体分布均匀,边跨索索力最大,活载作用引起的拉索应力增幅较小;桥梁结构在非对称活载作用下的受力更为不利;各构件控制截面应力及变形均在桥梁设计规范规定范围内,且具有足够的安全储备,桥梁结构受力合理.     

场地平土和雨水管网的综合优化设计

通过寻求最小土石填挖量的场地标高和坡度设计,在满足土石填挖平衡的基础上,分析了场地平土的优化设计.同时在给定场地坡度的前提下,分析了雨水管网的布置,得出最优的管线布置.其次,将场地平土和雨水管网布置结合起来,在统一考虑场地平土坡度对平土费用和雨水管网布置费用影响的基础上,得出了二者总体费用最小的综合优化模型.最后,通过实例与分步设计方案费用的比较,证实了该综合优化模型的有效性.     

北京王府井步行商业街景观环境设计探析

通过对北京王府井步行商业街景观环境现状进行研究分析,归纳总结出王府井步行商业街景观设计应遵循的原则,并且提出对王府井步行商业街景观环境设计的对策：突出历史文化的主题,构建绿色、和谐的街道形态,加强街道景观的维护管理,从而对王府井步行商业街景观环境进行更为良好的营造,提升王府井步行商业街景观环境的质量.     

基于Google SketchUp的虚拟校园三维建模

虚拟现实技术是一门新兴技术,应用领域广泛.文中以吉林建筑工程学院净月校区行政楼建筑外观造型为例,探讨了基于Google SketchUp的三维校园模型的建立,并通过透视效果图进行实际场景的模拟再现.     

基于BP神经网络的单层钢筋混凝土柱工业厂房震害预测

将人工神经网络理论应用于等高单层钢筋混凝土柱工业厂房的震害预测.在分析震害特点的基础上,将震害影响因子分为精确性和规律性两大类,提出以地震反应指标、天窗类型、支撑情况、建筑材料作为主要的影响因子,并给出了相应的量化取值范围,然后将震害等级作为输出结果,构造了震害预测的BP人工神经网络.通过对52个实际震害实例的检验,网络的准确率超过80%.计算结果证明了该人工神经网络的有效性.     

An investigation into design of fair surfaces over irregular domains using data-dependent triangulation

Design of fair surfaces over irregular domains is a fundamental problem in computer-aided geometric design (CAGD), and has applications in engineering sciences (in aircraft, automobile, ship science etc.). In the design of fair surfaces over irregular domains defined over scattered data, it was widely accepted till recently that the classical Delaunay triangulation be used because of its global optimum property. However, in recent times it has been shown that for continuous piecewise linear surfaces, improvements in the quality of fit can be achieved if the triangulation pattern is made dependent upon some topological or geometric property of the data set or is simply data dependent. The fair surface is desired because it ensures smooth and continuous surface planar cuts, and these in turn ensure smooth and easy production of the surface in CAD/CAM, and favourable resistance properties. In this paper, we discuss a method for construction of C¹ piecewise polynomial parametric fair surfaces which interpolate prescribed ℜ³ scattered data using spaces of parametric splines defined on H³ triangulation. We show that our method is more specific to the cases when the projection on a 2-D plane may consist of triangles of zero area, numerically stable and robust, and computationally inexpensive and fast. Numerical examples dealing with surfaces approximated on plates, and on ships have been presented.