摘要：Static and dynamic force performance of two types of space truss structures i.e. square pyramid space truss（SPST） and diagonal on square pyramid space truss（DSPST）, are studied to determine the effect of stiffness of their lower supporting members. A simplified model for the supporting columns and the equivalent spring mass system are presented. Furthermore, the feasibility of the simplified model is demonstrated through theoretical analysis and examples of comparative analysis of the simplified model with the entire model. Meanwhile, from the elastic analysis under frequently occurring earthquakes and elasto-plastic analysis under seldom occurring earthquakes subjected to TAFT and EL-Centro seismic oscillation it is shown that the simplified method can be encompassed in the results from the normal model. It also showed good agreement between the two methods, as well as greatly improved the computational efficiency. This study verified that the dynamic effect of the supporting structures was under considered in space truss design in the past. The method proposed in the paper has important significance for other space truss structures.

摘要：Due to the randomness of earthquake wave magnitude and direction, and the uncertain direction of strong axis and weak axis in the construction of engineering structures, the effect of the direction of ground motion on a structure are studied herein. Ground motion records usually contain three vertical ground motion data, which are obtained by sensors arranged in accordance with the EW （East -West） direction, NS （South- North） direction and perpendicular to the surface （z） direction, referring to the construction standard of seismic stations. The seismic records in the EW and NS directions are converted to Cartesian coordinates in accordance with the rotation of θ = 0°-180°, and consequently, a countless group of new ground motion time histories are obtained. Then, the characteristics of the ground motion time history and response spectrum of each group were studied, resulting in the following observations： （1） the peak and phase of ground motion are changed with the rotation of direction θ, so that the direction θ of the maximum peak ground motion can be determined; （2） response spectrum values of each group of ground motions change along with the direction θ, and their peak, predominant period and declining curve are also different as the changes occur; then, the angle θ in the direction of the maximum peak value or the widest predominant period can be determined; and （3） the seismic response of structures with different directions of ground motion inputs has been analyzed under the same earthquake record, and the results show the difference. For some ground motion records, such as the Taft seismic wave, these differences are significant. Next, the Lushan middle school gymnasium structure was analyzed and the calculation was checked using the proposed method, where the internal force of the upper space truss varied from 25% to 28%. The research results presented herein can be used for reference in choosing the ground motion when checking the actual damage to struct

摘要：核心素养视域下的中职音乐教学要平衡理论教学与实践教学,营造良好的教学氛围,确保学生能够在学习过程中感悟到音乐艺术的魅力,陶冶情操。文章在分析中职音乐学科核心素养的内涵及其对中职音乐教学积极影响的基础上,探究相应教学策略,即通过优化教学环境、丰富教学方式及教学内容、布置表演任务等方式,培养学生的艺术感知能力,提高学生的审美判断素养和文化理解水平,促进学生的创意表达。

摘要：针对现有Geiger体系和Levy体系索穹顶结构存在的不足提出一种改进型的索穹顶结构体系——倾斜撑杆式索穹顶,并对60 m跨度模型进行结构形态分析、静力性能分析,得出结构设计参数:矢跨比(1/8、1/10、1/15)、每环节点数(12、14、16)、斜索与水平面夹角、构件截面面积、名义初始预应力水平对结构的预应力分布、刚度、材料用量等的影响规律.

摘要：高速化是未来直升机的发展趋势之一。针对共轴高速直升机旋翼大反流区特点,开展了反流区翼型设计研究。首先分析了旋翼根部双钝头翼型在高速飞行状态下的绕流特点和减阻机理,然后针对旋翼反流区的工作环境,提出了一种“吸力面气动前缘半径大、中后部平坦”的双钝头翼型设计思路。相比于标准椭圆翼型,该翼型改善了顺/反流状态流动分离问题,在维持顺流状态低阻特性的同时,反流状态马赫数0.1减阻可达10%以上。以该翼型为基准,开展考虑吸力面流动特征的混合反设计/优化设计。优化翼型维持了反流状态的低阻特性,且顺流状态升阻特性显著提升。

摘要：研究证明,传统膜片钳放大器在电流钳模式下记录到的快速电压信号会存在失真,且造成失真的根本原因是由于膜片钳的探头电路设计.为了克服这些缺陷重新设计了一种探头,新探头电路不仅能像传统的电压跟随器一样测量瞬态电压,而且适用于传统的电压钳工作模式.此外,一种命名为电压钳控制的电流钳技术被应用来改进传统的膜片钳放大器.用可变的低通滤波器来调整电压钳模块的响应速度,从而在实现膜电位钳位的同时准确记录快速电压信号.桥平衡电路用来消除命令电流流过串联电阻时带来的电压误差.而传统膜片钳中的快电容补偿环节则被改进用来补偿电极分布电容和探头放大器输入电容并提高电流钳模式下系统的响应速度.细胞模型实验结果表明,改进后的膜片钳放大器能够满足电生理研究中快速电位变化测量的需要.

摘要：针对倾转旋翼,开展了悬停及巡航状态气动特性的风洞试验和数值模拟研究。试验中,采用六分量天平和扭矩天平,测量了悬停和巡航状态下的旋翼拉力和扭矩,获得了一些倾转旋翼悬停效率和巡航效率的试验数据,验证了设计的倾转旋翼的气动性能。为了分析流场特征,采用运动嵌套网格方法,通过求解NS方程对倾转旋翼流场进行数值模拟,并开展了数值模拟与风洞试验的相关性对比分析研究,验证了数值模拟方法的有效性。同时,获得了桨叶表面压力、桨尖涡以及诱导速度分布特性。

摘要：通过对不同体系超大跨度空间结构研究成果的回顾,探讨了其发展趋势。对比分析了800 m跨度、相同荷载作用下具有相同几何参数的双层网壳、局部三层网壳、肋环型巨型网格和凯威特型巨型网格结构体系的多项静力性能指标。结果表明:在相同跨度和荷载作用下凯威特型巨型网格结构体系受力性能最优。针对此结构体系的空间复杂性,利用CAD三维成型分析获得其拓扑关系,明确了跨度、矢高、桁架高度等7个几何形体控制参数。基于结构几何成型的程序化实现方法,利用APDL参数化语言首次得到其自动生成程序,并编程完成了结构分析计算。最后对凯威特型巨型网格结构体系展开了包括环(径)向分割份数、矢跨比、桁架高跨比在内的7个参数共计153个模型、1 000余算例的大规模参数分析。总结了结构力学性能随上述参数的变化规律,归纳了各参数的合理取值范围,为该巨型结构的理论研究与工程设计提供参考。

摘要：掠入射X射线聚焦望远镜的支撑框架结构设计是望远镜研制的关键技术之一。国内规划中的XTP卫星低能聚焦望远镜拟采用基于超薄玻璃的X射线聚焦望远镜方案,针对望远镜样机严苛的光学和力学性能要求,经过结构选型优化,设计了一种一体化的六边形桶式望远镜支撑结构。利用有限元软件对支撑结构进行了模态分析和频率响应分析,并与力学实验进行了对比验证。结果表明,该支撑结构具有较大的结构刚度,望远镜结构在发射环境下不会发生破坏性改变,满足力学性能要求。该支撑框架结构简洁、装配精度高,具有良好的工艺性,为望远镜的研制提供了参考。

摘要：本文将粘滞阻尼器引入网壳结构，针对网壳结构粘滞阻尼器减振系统，编制了有限元分析程序，并对网壳结构进行了大量的振动控制分析和计算．作者设计制做了适合网壳结构的粘滞阻尼器，进行了性能试验；在此基础上设计制作了一个球型网壳结构模型，并进行了粘滞阻尼器减振的地震模拟振动台试验。