建立广东省GPS三维框架的设想

介绍了建立GPS平面系统与GPS海拔高系统相联合的GPS三维测量框架以及格化大地水准面的设想，简要说明了建立GPS三维框架的必要性、可行性以及预期的效果和社会效益。     

地球参考标架和动态地球

本文首先对天球参考标架和地球参考标架作了一般叙述。其次较详细地说明地球参考标架究竟是什么,它是如何形成的,直到现在它的发展情况。最后说明了地球参考标架在有关学科中的应用。     

Structural vibration control by shape memory alloy damper

A damper device based on shape memory alloy (SMA) wires is developed for structural control implementation. The design procedures of the SMA damper are presented. As a case study, eight such SMA dampers are installed in a frame structure to verify the effectiveness of the damper devices. Experimental results show that vibration decay of the SMA damper controlled frame is much faster than that of the uncontrolled frame. The finite‐element method is adopted to conduct the free and forced vibration analysis of the controlled and uncontrolled frame. The experimental and numerical results illustrate that the developed SMA dampers are very effective in reducing structural response and have great potential for use as efficient energy dissipation devices with the advantages of good control of force and no lifetime limits, etc. Copyright © 2003 John Wiley & Sons, Ltd.     

底层框架砌体建筑隔震控制研究

基于系统的振动微分方程，计算分析了底层框架砖砌体结构滑动隔震的有效性。结果表明，基底隔震控制使上部结构的最大振动响应尤其是底层框架的层间位移显著降低。     

南华纪地层及年代构造格架

根据湖南地层发育情况，依国际地层划分标准和中国地层指南要求，将湖南省境内原震旦纪早世划归新元古代南华纪，地层系统可分为3个相区。综合已有同位素测年数据，初步建立起南华纪年代构造格架，确立南华纪底界年龄为800Ma左右，顶界年龄为700Ma左右．     

Crustal movement and deformation in Taiwan and its coastal area

Introduction Both Taiwan Island and Chinese mainland belong to Eurasian plate in geological structure. And the nearest distance between Taiwan Island and Fujian Province, which is located on the opposite coast, is only 130 km. Although there are high-precision GPS networks in both Taiwan and Fujian Province, joint GPS measurement cannot be made directly because of the inconvenient contact due to the strait between them. However, the GPS networks arranged on b…     

地图自动综合概念框架分析与研究

在分析人类的思维方式和特点的基础上，讨论了人在自动综合中的作用和地位，提出地图综合的综合策略的概念框架。     

基于BP网络的框架结构损伤的多重分步识别理论

本文介绍了基于BP网络的框架结构损伤识别的多重分步识别方法，这一方法采取先确定有损伤的层，再确定层内有损伤的杆件最后确定损伤程度的策略，具有所需网络学习样本少和识别准确性与精度高的优越性，文中通过一个钢框架模型的模拟地震振动台试验的应用，详细说明了该方法的应用过程及有效性。     

钢管混凝土框架结构抗震性能试验研究

通过 2榀具有同一外形尺寸及用料的钢管混凝土框架在低周往复荷载下的试验 ,研究了该类型结构的破坏形态、变形特点、荷载一位移滞回模型及结构耗能比 ,分析了钢管混凝土框架结构的受力特点及抗震性能 ,为工程设计提供了试验依据。     

中高层钢筋混凝土异形柱框架结构试验与理论研究

对-1/6比例12层大开间钢筋混凝土异形柱框架结构模型进行了振动台试验，探讨结构的地震反应和破坏形态，采用杆模型编制了钢筋混凝土异形柱框架结构的弹塑性时程分析程序，经比较，计算结果与试验值吻合较好，探讨了肢长肢厚比对该体系结构性能的影响，并提出了相应的设计建议。