Conceptual design studies of the 5 m terahertz antenna for Dome A,Antarctica   总被引：1，自引：0，他引：1  

Ji Yang  Ying-Xi Zuo  Zheng LOU  Jing-Quan Cheng  Qi-Zhou Zhang  Sheng-Cai Shi  Jia-Sheng Huang  Qi-Jun Yao  Zhong Wang 《天体物理学报》2013,(12):1493-1508

As the highest, coldest and driest place in Antarctica, Dome A provides exceptionally good observing conditions for ground-based observations over terahertz wavebands. The 5 m Dome A Terahertz Explorer （DATES） has been proposed to explore new terahertz windows, primarily over wavelengths between 350 and 200 pm. DATE5 will be an open-air, fully-steerable telescope that can function by unmanned operation with remote control. The telescope will be able to endure the harsh polar environment, including high altitude, very low temperature and very low air pressure. The unique specifications, including high accuracies for surface shape and pointing and fully automatic year-around remote operation, along with a stringent limit on the periods of on-site assembly, testing and maintenance, bring a number of challenges to the design, construction, assembly and operation of this telescope. This paper intro- duces general concepts related to the design of the DATE5 antenna. Beginning from an overview of the environmental and operational limitations, the design specifications and requirements of the DATE5 antenna are listed. From these, major aspects on the conceptual design studies, including the antenna optics, the backup structure, the pan- els, the subreflector, the mounting and the antenna base structure, are explained. Some critical issues of performance are justified through analyses that use computational fluid dynamics, thermal analysis and de-icing studies, and the proposed approaches for test operation and on-site assembly. Based on these studies, we conclude that the specifications of the DATE5 antenna can generally be met by using enhanced technological approaches.  相似文献   

宿迁市建设大厦消能减震设计   总被引：2，自引：0，他引：2  

陆伟东  刘伟庆  陈瑜 《地震工程与工程振动》2004,24(5):92-96

宿迁市建设大厦,21层,框架-抗震墙结构,按Ⅷ度(0．3g)进行抗震设防;由于建筑部分楼层层间位移超过《规范》要求,因此在部分楼层增设消能支撑,通过提高结构的附加阻尼比来降低结构的位移反应。整体结构的非线性时程分析结果表明,在框架-抗震墙结构中增设消能支撑,可以较为经济地控制结构薄弱层的位移,提高结构的抗震安全储备。本文可为高烈度区类似工程的设计提供借鉴。  相似文献   

梯队式变刚度滞变-摩擦隔震体系的抗震设计方法     

马玉宏  赵桂峰  王焕定 《地震工程与工程振动》2004,24(5):79-83

首先,在简述已有隔震体系抗震设计方法的基础上,分析了滞变一摩擦隔震体系各种因素对基底剪力的影响;然后,通过大量仿真分析,采用多项式回归的方法提出了与规范衔接的水平地震作用的计算公式;最后,提出了梯队式变刚度滞变一摩擦隔震体系的抗震设计方法,并通过工程实例验证了方法的有效性。  相似文献   

采用新型灌浆材料的石墙抗震性能研究   总被引：5，自引：1，他引：4  

施养杭  余建星 《地震工程与工程振动》2004,24(1):105-110

基于石砌墙体的特点、对比研究和拟动力试验,提出新型材料在石墙抗震加固中的应用,经系列试验研究,提出相应的抗震抗剪强度理论,反映了工程情况,符合震害规律。  相似文献   

延性需求谱在基于性能的抗震设计中的应用   总被引：23，自引：4，他引：19  

周定松  吕西林 《地震工程与工程振动》2004,24(1):30-38

基于性能的抗震设计理论涉及如何简便而合理地确定结构在指定强度地震下的弹塑性位移需求。本文给出了利用延性需求谱求解结构位移需求的一般步骤:借助模态Pushover分析将多自由度体系分解为几个非线性单自由度体系,以考虑各阶振型的影响;利用延性需求谱计算对应模态的等效单自由度体系的延性及位移需求,并以一定方式组合转化为多自由度体系位移需求。最后,通过算例分析表明:利用延性需求谱求解结构位移需求是一种具有一定精度可为工程接受的简便方法,在基于性能的抗震设计中具有较好的应用前景。  相似文献   

方钢管混凝土框架在低周反复荷载作用下的非线性有限元分析   总被引：2，自引：0，他引：2  

王铁成  卢明奇  戎贤 《地震工程与工程振动》2004,24(4):82-85

本文建立了方钢管混凝土框架结构的三维非线性有限元分析模型,用以研究方钢管混凝土框架在低周反复荷载作用下的抗震性能。该模型考虑了钢与混凝土的粘结滑移作用。通过与方钢管混凝土框架结构在低周反复荷载作用下试验所得的滞回曲线和刚度退化曲线的对比,发现该模型的计算结果较为精确,可以应用于方钢管混凝土框架的结构分析中。同时由试验和有限元分析计算的结果也可以得出结论,方钢管混凝土框架具有较好的抗震性能。  相似文献   

基于性能的碳纤维抗震加固设计   总被引：2，自引：1，他引：1  

胡孔国  陈小兵  岳清瑞 《地震工程与工程振动》2004,24(5):159-166

本文探讨了基于性能的加固设计的基本思路和设计过程,并给出了一个基于性能的碳纤维加固设计的工程实例,采用pushover静力推覆分析的方法分析对比了结构加固前后的性能,表明原结构的抗震性能不足,经碳纤维加固后的结构抗震性能明显提高,满足8度抗震设防烈度要求。  相似文献   

钢-混凝土混合结构抗震研究述评   总被引：9，自引：4，他引：5  

张令心  郭丰雨 《地震工程与工程振动》2004,24(3):51-56

本文回顾了钢-混凝土混合结构的发展历史,系统地总结、论述了钢-混凝土混合结构的特点及其抗震研究发展现状,指出了这种结构形式在抗震研究中存在的主要问题和今后需要进一步研究的方向。  相似文献   

A simplified methd of evaluating the seismic performance of buildings     

AshutoshBagchi 《地震工程与工程振动(英文版)》2004,3(2):223-236

This paper presents a simplified method of evaluating the seismic performance of buildings. The proposed method is based on the transformation of a multiple degree of freedom (MDOF) system to an equivalent single degree of freedom (SDOF) system using a simple and intuitive process. The proposed method is intended for evaluating the seismic performance of the buildings at the intermediate stages in design, while a rigorous method would be applied to the final design. The performance of the method is evaluated using a series of buildings which are assumed to be located in Victoria in western Canada, and designed based on the upcoming version of the National Building Code of Canada which is due to be published in 2005. To resist lateral loads, some of these buildings contain reinforced concrete moment resisting frames,while others contain reinforced concrete shear walls. Each building model has been subjected to a set of site-specific seismic spectrum compatible ground motion records, and the response has been determined using the proposed method and the general method for MDOF systems. The results from the study indicate that the proposed method can serve as a useful tool for evaluation of seismic performance of buildings, and carrying out performance based design.  相似文献   

桥梁震害与减震防灾新对策   总被引：12，自引：1，他引：11  

周云  周福霖 《世界地震工程》1997,13(1):8-15

本文根据地震资料分析了桥梁震害的特点和规律，提出了桥梁减震防灾的新对策。  相似文献