active load造句

• Active load reaction
  有功负载反酌
• Through simulation the dissertation analyzes the effect of connect stiffness , load inertia , pressure - flux coefficient to the active load system and surplus force ( torque )
  通过仿真,分析了连接刚度、负载惯量、总的压力流量系数对主动加载系统和纯多余力的影响。
• Because the active load criterion don ’ t provide the wind load calculate on the complicated shape and circumjacent disturb high - rise buildings , now the primary means to determine the wind load on buildings is wind tunnel test
  由于现行荷载规范没有提供复杂外形及周边建筑干扰下的高层建筑风荷载计算,现在确定建筑风荷载的主要手段还是风洞试验。
• They are common in many situations , for example as gland cells and epidermal cells , and in xylem and phloem parenchyma , where they are concerned with active loading and unloading of vessels and sieve tubes
  许多情况下都有传递细胞发挥作用，例如：腺细胞和表皮细胞，还有木质部和韧皮部的薄壁细胞，该处导管和筛管的主动装填和排空都与传递细胞有关。
• After studying more deeply the fault tolerant algorithm and load balancing technology in redundant services , active load balancing is introduced into the redundant service system , and a novel fault - tolerant algorithm is built in this paper . under the conditions of guaranteeing the availability of redundant service system , the performance is effectively improved . the logic object model is based on corba and the prototype is implemented , additionally , system test results show the feasibility of the algorithm
  本文在较深入地研究了冗余服务中的容错算法、负载平衡的基础上，通过在冗余服务中引入主动负载平衡机制，提出了一种行之有效的冗余服务容错算法；该算法一方面能够满足客户请求对可用性的要求，另一方面有效地提高了系统的性能；基于corba分布计算通信平台，本文还构建了该算法的对象模型，并在此基础上实现了一个原型系统，通过实例测试验证了该算法的可行性。
• Chapter three the dynamical performance of the pavement load has been analyzed . the dynamical response characteristic and the dynamical time rule of fwd loads of the multilayer elastomer system pavement structure under the active loads have been investigated . the respond rules of the pavement to the fwd loads has been demonstrated and fitted
  第三章对路面荷载的动力特性进行分析，研讨在动载作用下多层弹性体系路面结构的动力响应特性及fwd荷载的动力时程，并对fwd荷载对路面动力响应规律进行拟合和论证。
• The optimization model of the cable tensile force is established , resolving the ideal finished state of considering syntheticly the requirement including the dead load , active load and presress of structure , meanwhile , providing a forward - calculating method for determining the rational construction state on the foundation of the optimization model . on the other hand how to determine and adjust the important parameter , the cable midst tensile forces and the main feam form setting levels in constructing cable - stayed bridge , has also been analyzed , besides , the corresponding calculation method is introduced and applied to the actual construction controlling of xian tao han jiang highway bridge well
  本文以仙桃汉江公路大桥为工程背景在斜拉桥设计计算方面进行了的研究，建立了斜拉桥索力优化模型，一方面解决了能综合考虑结构恒载、活载及预应力等多方面因素的理想成桥状态确定问题；另一方面在确定合理施工受力状态问题上提出了一套以索力优化模型为基础的正装计算法。同时对斜拉桥施工中关键参数斜拉索中间索力和主梁立模标高的确定和调整做了进一步的分析，提供了相应的计算方法，并应用于仙桃汉江公路大桥施工控制过程中，取得了良好的效果。
• To plant steel rods in the assemble type concrete slab bridge deck and execute transverse pre - stresses not only can strengthen links between the assemble type concrete slabs and the bridge deck , but also can strengthen the transverse entirety of the whole bridge structures , and intensify the resistance of the bridge to active loads , vibrations and abrasions
  摘要通过在装配式混凝土板板顶植筋并对桥面施加横向预应力，不但可以加强板与桥面铺装层的连接，而且还可以加强整体结构的横向整体性，增强结构对动载冲击、震动、磨耗抵抗能力。