Seismic Behavior of Asymmetric Building under Pushover Analysis

Pushover analysis is a tool to study the inelastic behavior of structures under strong seismic action. The 3D-pushover analysis was performed to analyze the inelastic lateral-torsional coupled response of multistory asymmetric structures. The symmetric frame and frame-wall systems were studied in this paper, and the capability curve of the top displacement and base shear,the story drift and the position of rotation center were compared with reference to corresponding symmetric structures. The characters of inelastic response of multistory asymmetric structures were found. The conclusion provides reference for performance-based seismic design of asymmetric structures.     

保护性耕作条件下松耕作业机具的探讨

松耕作业能打破犁底层、恢复土壤结构，形成适宜农作物生长的土体构造，是提高地表积温和作物产量的有效措施之一。为此，探讨了在秸秆覆盖条件下各种松耕作业机具的工艺特点及机具在保护性耕作播前作业中的适应性。     

水平直元线犁体曲面的三维参数化设计

介绍了水平直元线三维参数化设计犁体曲面的方法,并利用其设计了相关的犁体曲面.与犁体曲面平面作图的方法相比较,该方法克服了犁体曲面平面作图设计的缺陷和不足,缩短了犁体曲面的设计周期,降低了设计费用,提高了设计质量,效果较好,为后续犁体曲面开发奠定了良好的基础.     

黑龙江省江川灌区灌溉水资源的综合评价

在介绍江川灌区流域概况的基础上，提出了该灌区所面临的地下水灌溉水稻米质差、产量低、大米销路不好等问题的解决办法，即发展地表水灌溉水稻，通过引松花江水来解决灌溉水源；分别对地下水、地表水(松花江水)的水量和水质进行评价。结果表明，该灌区的地下水严重超采、水质中总铁量超标(超6mg/L)，pH值偏碱，不适合用于农业灌溉；地表水(松花江水)除铁离子略高外，其余各项指标均满足灌溉要求，为该灌区引松花江水灌溉水稻提供了较为科学的依据。     

Loop细分技术在犁体曲面造型中的应用

阐述了细分方法的基本思想以及基于三角网格的Loop细分模式的原理和方法；提出了在相关几何造型、有限元分析和动态仿真软件配合下，基于OpenGL环境或CAD二次开发环境的复杂犁体曲面造型的细分方案；对犁体曲面的控制网格生成、边界限定等关键技术进行了讨论。利用该方法可以有效缩短复杂犁体曲面的造型、计算和分析时间。     

“层流型”分草曲面用于覆盖免耕播种机的研究

运用流体力学基本原理对分草曲面的工作流场、秸秆覆盖层的连续介质属性，以及曲面用于分草、防堵的机理进行了研究。采用“环槽试验方法”测定秸秆层的“相当粘度”，将分草曲面视为绕流物体，提出“层流型”曲面分草器最具良好的绕流性能，宜用作覆盖免耕播种机的防堵装置。本文并对５种流线的流速变化特征及其绕流特性进行了分析研究，提出抛物线与双曲线最宜用作分草曲面的流线。     

农业机械中型面无键联接技术

论述了型面无键联接的含义及型面联接的DG(等距)型廓形曲线，探讨了型面无键联接曲线的方程；并介绍了型面无键联接在喷粉喷雾机、收割机、拖拉机和摘棉机等农业机械中的应用，提出了在机械传动中实现无键联接的途径。     

Using drainage systems for supplementary irrigation

The use of drainage systems for supplementary irrigation is widespread in The Netherlands. One of the operating policies is to raise the surface water level during the growing season in order to reduce drainage (water conservation) or to create subsurface irrigation. This type of operation is based on practical experience, which can be far from optimal.To obtain better founded operational water management rules a total soil water/surface water model was built. In a case study the effects of using the drainage system in a dual-purpose manner on the arable crop production were simulated with the model. Also, the operational rules for managing this type of dual-purpose drainage systems were derived.The average annual simulated increase in crop transpiration due to water conservation and water supply for subsurface irrigation are 6.0 and 5.4 mm.y^–1, respectively. This is equivalent with 520 × 10³ and 460 × 10³ Dfl.y^–1 for the pilot region (2 Dfl 1 US $). The corresponding investments and operational costs are 600 × 10³ Dfl and 9 × 10³ Dfl.y^–1 for water conservation and 3200 × 10³ Dfl and 128 × 10³ Dfl.y^–1 for subsurface irrigation. Hence, water conservation is economically very profitable, whereas subsurface irrigation is less attractive.Comparing the management according to the model with current practice in a water-board during 1983 and 1986 learned that benefits can increase with some 50 and 500 Dfl per ha per year, respectively.     

Infiltration in surface irrigated swelling soils

Infiltration characteristics for border strip irrigation at two sites with swelling clay soils were examined. Volume infiltrated was calculated from flow onto the field monitored with flow meters; depth of water in the soil estimated from soil samples taken before and after irrigation; and the advance profile which was used to calculate the volume infiltrated with time. Volume infiltrated was compared with volume of cracks before irrigation.Linear advance and observed crack closing supported the hypothesis that infiltration approached zero after about 10 min. Volume of cracks was less than 20% of the volume infiltrated. Wetting front was 3–10 times greater than depth of observed surface cracks. There was no significant correlation between intake opportunity time and depth of infiltration, but elevation irregularities were related to infiltration.