四川盆地区域化探扫面工作方法初步研究

四川盆地可分为川东平行岭谷区、盆周低山丘陵区、川中丘陵区、川西平原区。论述了各区的采样对象及采样点密度。川东平行岭谷区及盆周低山区的化探成果对寻找非金属矿产及某些金属矿产效果显著。川中典型区土壤地球化学资料，能为农业、环境等多目标服务，对农业区划、科学施肥、合理种植、土壤改良等提供了重要的地球化学依据。证实了川西平原油气化探方法的有效性。     

用图形演绎C程序运行的研究

说明了用图形方式展现C程序运行情况的必要性和可行性;介绍了用图形演绎C程序运行的总设计思想;详细介绍了图形界面设计要求和程序模块的功能要求。     

基于性能的框架结构抗震设计研究

对国内外基于性能的抗震设计研究成果进行了较系统的综述与分析,研究表明,基于性能的抗震设计能够对结构在未来可能地震作用下的性能进行有效的控制,使破坏和损失限定在可接受的范围内。在此基础上,本文还初步提出了钢筋混凝土框架结构基于延性的抗震设计建议。     

RC框架结构薄弱层的层间位移可靠度水平考察

讨论了钢筋混凝土框架结构层间极限变形角的近似概率特性,考察了大震作用下20余幢钢筋混凝土框架结构薄弱层的层间位移可靠度水平,从而为直接基于位移可靠度的抗震设计中层间目标位移可靠度的确定提供了一定依据。     

Remote structural health monitoring with serially multiplexed fiber optic acoustic emission sensors

Development and testing of a serially multiplexed fiber optic sensor system is described. The sensor differs from conventional fiber optic acoustic systems, as it is capable of sensing AE emissions at several points along the length of a single fiber. Multiplexing provides for single channel detection of cracks and their locations in large structural systems. An algorithm was developed for signal recognition and tagging of the AE waveforms for detection of crack locations. Laboratory experiments on plain concrete beams and post-tensioned FRP tendons were performed to evaluate the crack detection capability of the sensor system. The acoustic emission sensor was able to detect initiation, growth and location of the cracks in concrete as well as in the FRP tendons. The AE system is potentially suitable for applications involving health monitoring of structures following an earthquake Supported by: National Science Foundation, Grant number CMS-9900338     

从观鱼看庄子哲学的主旨

《庄子·秋水》篇中有一则庄、惠“濠梁观鱼”的故事 ,比较典型地表现了庄子的认识论思想 ,从审美的方法入手 ,在境界的意义上来看待 ,庄子哲学实质上是一种审美化的哲学 ,注重的是宇宙与人合二而一的本体论 ,即审美之“境”。     

利用高频地震波检测混凝土构件完整性的方法

大型混凝土构件（如高层建筑基础的地梁,桩承台等）在施工过程中可能造成局部松散,空洞,蜂窝或离析等质量问题。为检测混凝土构件的的完整性,采用地震勘探方法中的地震映象法（又称地震共偏移距法）。通过在模拟裂缝,空洞模型上的试验,获得了存在异常体时,地震映象时间剖面的波形特征;测得偏移距,点距等参数变化时,对地震映象时间剖面的影响。模型实验和实测工作证明;在合理选择震源各种测量参数条件下,高频地震映象方法可有效检测混凝土构件完整怀,实现对混凝土构件质量新的监测。     

Pre‐ and post‐test mathematical modelling of a plan‐asymmetric reinforced concrete frame building

Pre‐ and post‐test analyses of the structural response of a three‐storey asymmetric reinforced concrete frame building were performed, aimed at supporting test preparation and performance as well as studying mathematical modelling. The building was designed for gravity loads only. Full‐scale pseudo‐dynamic tests were performed in the ELSA laboratory in Ispra. In the paper the results of initial parametric studies, of the blind pre‐test predictions, and of the post‐test analysis are summarized. In all studies a simple mathematical model, with one‐component member models with concentrated plasticity was employed. The pre‐test analyses were performed using the CANNY program. After the test results became available, the mathematical model was improved using an approach based on a displacement‐controlled analysis. Basically, the same mathematical model was used as in pre‐test analyses, except that the values of some of the parameters were changed. The OpenSees program was employed. Fair agreement between the test and numerical results was obtained. The results prove that relatively simple mathematical models are able to adequately simulate the detailed seismic response of reinforced concrete frame structures to a known ground motion, provided that the input parameters are properly determined. Copyright © 2006 John Wiley & Sons, Ltd.     

基于COM的3DGIS空间对象模型组件库的设计与实现

提出了一种新的基于3D矢量图形、数字高程模型与数字正射影像相结合的空间对象模型的设计思想,并将COM组件技术引入到该模型的实现中。     

地图目标局部分形描述的元分维模型的实现

提出了一种基于分形理论的元分维模型，可以用于描述地图目标的局部形态特征变化，为地图目标的进一步分析应用提供了一个新的思路。