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991.
频谱分析的一类新算法 总被引:1,自引:1,他引:0
孙希平 《湖北汽车工业学院学报》1999,13(1):40-43
本文指出可替代FFI法的一类频谱分析新算法,它们以功率谱形式给出,文中给出一个构造算创并与同类算法作了比较。 相似文献
992.
993.
西禹高速公路留芳沟桥梁体存在较多裂缝,属于病害桥梁。文中应用无损检测和静载试验来确定桥梁的实际承载能力。检测结果表明该桥有效预应力不足,需进行加固处理。 相似文献
994.
In order to assess colonic motility of chronic constipation, colonic transit test was carried out in 34 patients with chronic constipation and in 20 healthy subjects. 20 radiopaque markers are ingested at 8 am before the day test, and plain abdominal films were obtained at 24 h, 48 h and 72 h. The normal value of colonic transit test was 16(80%), or more markers passed after 72 h. By means of transit time study, 34 constipated patients were classified into 2 groups: 12 normal transit patients and 22 slow transit patients. There was no difference in colonic transit time between normal transit patients and controls (P>0.05). Patients with slow transit had more markers left in right colon, left colon and rectosigmoid colon at 48 h (P<0.01, respectively) and 72 h (P<0.01, respectively). According to the transit index, 22 slow transit patients were divided into 3 types: 10 cases colonic stasis, 8 cases outlet obstruction and 4 cases colorectal stasis. The study suggests that chronic constipated patients have abnormalbilities of colonic transit. 相似文献
995.
Wang Yaping Yao Kainan Gao Xiaojie Wang BaoyanFirst Affiliated Hospital Behavioral Development Pediatric Institute Second Affiliated Hospital Xi′an Medical University Xi′an 《西安交通大学学报(英文版)》1999,(2)
ByusingCBCL(ChildBehaviorChecklist)ofXi′annorm,thechildren'sbehaviorproblemsinXi′anhavebeeninvestigatedandcomparedwiththeresultsobtainedbefore1993,thepositiveresultsprovidescientificbasisfordiagnosisandreferenceforteachers.MATERIALSANDMETHODSThepupil… 相似文献
996.
Transportation agencies experiences with decision support systems for airport ground access planning
This article reports on a field investigation into the ways that transportation agencies use quantitative and qualitative information for making strategic decisions regarding airport ground access. The study analyzes the value of this information for planning airport ground access improvements at seven major international airport sites.The major finding of the research is that quantitative modeling for strategic decision support is very difficult, costly and time consuming. Modelers are confident that the models are accurate and reliable but executives generally lack confidence in the results. Transportation officials believe that the information supplied is flawed by a number of defects that minimize its value for strategic decision makers. The information defects described in this article provide an analysis of the structural difficulty of using quantitative modeling for transportation problems of strategic importance. To date, qualitative information is not frequently used, but some transportation agencies are considering its application to designing transportation services. Although this study is limited to airport ground access, the authors feel that this evidence, in conjunction with the evidence from other studies in the transportation area, dictates a need for wariness in the development of decision support systems for transportation planners. Developers of decision support systems for transportation planners must be aware of modeling costs and defects and consider how to improve the timeliness, relevance and credibility of information quantitative models provide transportation executives. Fundamentally it is important to recognize that decision makers tend, either singularly or in concert with other individuals or groups, to be the champions of a long-term vision for the community. When modeling produces inconsistent or wide ranging results that contradict their position, decision makers may not only discard modeling activities, but lose confidence in the models altogether. As a consequence, transportation planners are faced with the challenge of how to improve quantitative modeling. The most reliable and effective means for improvement is incorporation of qualitative techniques which provide greater understanding of customer perceptions and human behavior. 相似文献
997.
998.
全长粘结岩锚抗拔受力特性 总被引:1,自引:0,他引:1
根据锚杆与锚固浆之间界面耦合机理,分析了岩锚抗拔状态下界面剪应力的分布特征。基于变形协调得出小荷载情况下界面剪应力随离锚固受力点距离的增大成指数衰减,并随荷载增加,界面出现4个变形段,分离段和残余变形段随着塑性区开展产生非耦应力向远端传递。耦合区界面剪应力分布与小荷载情况不同,其相关模量参数可采用综合折减系数表示。同时,提出了单孔多锚杆受力剪应力衰减模型,并通过试验证示了现场锚杆在荷载逐级加大时,剪应力峰值强度的变化规律。 相似文献
999.
混合交通流参数之间关系模型标定 总被引:1,自引:1,他引:0
提出了混合交通流参数之间关系模型的标定和超车换道率的计算方法,采用广深高速公路、广佛高速公路和沪宁高速公路的实测数据对模型进行了验证,并计算了各数据点的超车换道率.结果表明,流量、密度数据的相关系数都接近1,超车换道率介于-1和1之间. 相似文献
1000.
大型三轴流变试验轴压及围压装置与应用 总被引:1,自引:0,他引:1
针对道路工程领域中高填路堤土体填料应力特点,提供一种新型粗粒土三轴流变试验的轴向压力和围压力装置,克服了现有粗粒土三轴流变试验中加载持久性及稳定性问题.采用该装置研制了适合粗粒土路堤填料的大型三轴流变试验仪(命名为GSRT),用于粗粒土路堤填料流变试验,为开展道路工程领域的粗粒土路堤填料三轴流变试验研究提供了工具. 相似文献