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81.
介绍耐久性路面的结构设计原则,并在此基础上提出柔+刚+柔的典型路面结构形式,论述提高沥青混凝土路面强度的措施及质量控制方法。 相似文献
82.
研究目的:新建沈阳南站东西子站房屋顶网架结构支座落在两个塔上,使整体结构成为连体结构,结构受力复杂,本文旨在研究屋顶网架采用不同支座形式结构整体受力的特点,确定合适的网架支座形式。研究结论:通过对东西站房屋顶网架支座形式采用双向弹簧支座和固定铰支座进行结构整体受力的对比,计算分析表明采用双向弹簧支座后,可以有效地减低屋顶网架结构对支承框架柱的水平推力,并且温度应力大大减小。本文还进行了罕遇地震下的时程分析,得到了网架支座在罕遇地震作用下的最大变形量,选用的双向弹簧支座允许变形量应能满足罕遇地震作用下的最大变形量。 相似文献
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84.
Keisuke Watanabe Hideyuki Suzuki Koichiro Yoshida 《Journal of Marine Science and Technology》1998,3(3):151-160
The trend towards deepwater development requires a new approach to underwater installation of offshore structures. The present
method using crane vessels has some drawbacks in operations at more than 2000 m depth. The natural period of the coupled system
of the rigged structure and the crane vessel becomes longer, so that it is no longer possible to manipulate the cranes to
achieve the desired positioning accuracy. This paper examines the application of an active control technique for underwater
installations as one of the solutions to the present problems. An active control technique also has the advantage that it
can deal with the structural flexibility which allows the structure to be large and light-weight. This structural flexibility
imposes problems of suppressing the elastic responses and securing the stability of the control system. In this paper, anH
∞ controller combined with a low authority control/high authority control (LAC/HAC) feedback controller is designed for cases
where structural flexibility cannot be ignored. A robust model-following controller is examined for cases where the structure
can be treated as rigid. In order to confirm the control algorithm and verify the possibility of the active control installation
method, basin tests are executed using two types of neutrally buoyant flexible models with ultrasound ranging systems and
thrusters. 相似文献
85.
介绍了实现高压、大功率电力电子变换和电力补偿控制的基本技术途径,归纳了高压大功率电力电子变换器和电力补偿控制器的电路结构和应用领域. 相似文献
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88.
通常情况下软横跨应用在行车速度不大于 16 0 km/ h的电化区段 ,本文结合广深线及哈大线 Re2 0 0 c接触网软横跨的结构特点 ,对影响软横跨稳定性的问题提出自己的一些观点及解决的对策措施。 相似文献
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90.
To predict the attitude of satellite during the whole deployment process and evaluate the lockingimpact, a numerical flexible model of a certain satellite associated with four flexible honeycomb solar panelswas established. The flexible solar panel was modeled by the finite element analysis (FEA), and the motionequations were derived by Lagrangian formulation. The locking process was based on the method of Hertziancontact, which enables one to predict the locking impact on the satellite and the subsequent oscillation of solarpanels. The results reveal that locking operation has great impact on the attitude of the satelhte, and theangular acceleration of satellite reaches 22.03 °/s2 at the locking moment; the flexible solar panels model isfeasible to predict the accurate response of the satelhte during deployment and the oscillation of solar panels;the instantly impulsive force occurred during locking process is about 1.5 kN and the changing time is nearly0.32 s. It provides an effective approach to present the flexible solar panels' deployment process and evaluatethe locking impact. 相似文献