WZY-1型钻参仪的研究与应用   总被引：1，自引：0，他引：1  

补家武  补生蓉  李吉春 《探矿工程》2003,30(2):35-37

分析了目前钻参仪未能普遍推广应用的原因。介绍了WZY－1型钻参仪的总体构成、测试参数、性能特点及其分别与钻机和水泵的一体化设计。  相似文献   

波浪作用下沙纹床面底层流动特性研究   总被引：4，自引：1，他引：4       下载免费PDF全文

蒋昌波  白玉川  赵子丹  张红武 《水科学进展》2003,14(3):333-340

涡动沙纹很大程度决定着床面阻力和波浪衰减,针对涡动沙纹作用下的绕流结构具有强二维特性,建立了立面二维曲线坐标下的数值模型.利用国外公开发表的试验数据进行验证,表明模型能模拟波浪作用下底层分离涡随时间、空间变化的动力特性,对底层流动的紊动特性、床面剪切应力的随时间、空间的变化以及涡动结构的尺度分别进行了讨论.  相似文献   

The development of Nemurella pictetii Klapálek (Plecoptera: Nemouridae) in two springstreams in central Europe     

Andrei Nesterovitch  Peter Zwick   《Limnologica》2003,33(4):231-243

From April 1997 to June 1998 Nemurella pictetii populations were regularly sampled in two springstreams at 220 and 850 m a.s.l., respectively, in Hesse (Germany), at approximately 51°N. Random samples of larvae were taken at three week intervals during the vegetation period, and once a month during winter. Sex, instar, body length, head capsule width and wing pad length of all larvae were recorded. Temperatures were recorded every hour, temporal patterns of temperature agreed closely between sites. Mean winter lows were 3.9 °C at both sites, the mean summer high was 11.9 °C at the lower site, as opposed to 9.6 °C at the mountain site.At both sites, adult emergence started in May. At the mountain site, recruitment started in late July and continued into autumn. There was cohort splitting in the young generation. Some individuals grew rapidly until October–November, but last instar larvae first appeared in March the next year. 1600 degree-days above 0 °C were accumulated during complete development. At the lower site, recruitment began in early July, and cohort splitting also occurred. Fast growing summer recruits emerged as adults in late August, having accumulated only 700 degree-days (above 0 °C). Their offspring hatched in November-December and emerged the next spring, having accumulated also only 700 degree-days. However, only part of the population was bivoltine. Many of the summer recruits grew more slowly and accumulated close to 1900 degree days until they emerged the next spring, together with the offspring of their own fast-growing siblings. Dependence of growth rate on temperature could not be estimated and appears to vary with daylength. For example, 3–6 °C support growth and development provided daylength exceeds 10 hrs of light, or is rising.At both sites and in all cohorts individuals emerging earliest were larger than later emerging ones. The size decline is significantly correlated with number of days after the winter solstice. For the first time it is shown that the decline does not occur shortly before adult emergence but actually takes place several instars before the last. Size differences are then carried on, and amplified, during subsequent molts, until adulthood. The literature presently relates seasonal size declines of insects to high or rising temperatures experienced by larvae approaching adulthood. Our data show that, at least in Nemurella, this explanation fails. On average, females were distinctly larger than males. Differences in mean last instar size were noticed also between sites and years. They remain presently unexplained. The mean sex ratio in both populations was close to 1:1.  相似文献   

吐哈盆地中央构造带正反转演化特征   总被引：5，自引：3，他引：5  

朱文斌  马瑞士  郭令智  孙岩  徐鸣洁  胡德昭  王锋 《大地构造与成矿学》2003,27(2):125-131

吐哈盆地中央构造带由火焰山构造和七克台构造组成。中央构造带形成于三叠纪晚期至侏罗纪早期,表现为伸展构造特征,生长断层上盘地层厚度明显大于下盘,并于断层上盘所在的台北凹陷形成沉降中心。晚侏罗世,由于拉萨陆块与欧亚大陆的碰撞作用导致吐哈盆地由伸展盆地转变为挤压盆地,中央构造带也于此时发生构造反转,由早期的伸展正断层转变为挤压逆断层。发生于55Ma的喜山构造事件对天山地区产生了深刻的影响,但影响时间略有滞后,大致发生在晚渐新世至早中新世,中央构造带即在此次构造事件中强烈变形,逆冲出露于地表。  相似文献   

东亚陆缘带构造扩张的深部热力学机制   总被引：6，自引：2，他引：6  

张健  石耀霖 《大地构造与成矿学》2003,27(3):222-227

近年来,我国地球科学家提出“陆缘构造扩张”观点,较好的解释了亚洲东部大陆边缘于新生代发生扩张离散运动的原因。本文基于“陆缘构造扩张”观点,探讨东亚陆缘带构造扩张的深部热力学机制。东亚陆缘带是具有强烈岩浆活动和构造变形的扩张带,此构造带的主要地球物理特征是频繁的地震活动和明显的地热异常。东亚陆缘扩张带地震层析成像显示,太平洋板块低角度俯冲到欧亚板块之下并平卧于670km相变界面之上。这种图像可能是俯冲后撤导致陆缘扩张的结果。热模拟及地球动力学计算表明:俯冲后撤时间距今约76Ma,海沟带后撤为陆缘壳体的生长留下空间,并形成东亚陆缘壳体增生扩展的前沿带,陆缘扩张量约700km。  相似文献   

复合纤维加固钢筋混凝土梁受剪性能试验研究     

史丽远  艾军  宫长义  陈忠汉 《地震工程与工程振动》2003,23(4):73-77

对14根钢筋混凝土矩形梁进行抗剪加固试验，研究在受剪区粘贴高强复合纤维的加固效果和设计方法。主要分析了纤维粘贴量、包裹方法和剪跨比等因素对钢筋混凝土加固梁受剪性能的影响和作用。对试验梁进行了全过程分析，并基于试验结果，提出了抗剪加固设计中复合纤维设计应变的合理取值和计算公式，阐述了具体加固设计模型和设计方法。  相似文献   

国外中期数值预报业务模式的性能及发展趋势   总被引：1，自引：0，他引：1       下载免费PDF全文

杨学胜 《气象》1997,23(1):3-10

作者简单介绍了国内预报员较为熟悉的欧洲中期天气预报中心，美国国家气象中心和日本气象厅三个中期预报模式的性能及预报效果，包括近几年颇为流行的半拉格朗日时间积分方案，物理过程参数化方案的完善和改进，中期数值预报业务模式的发展趋势等。  相似文献   

静力弹塑性分析(Pushover Analysis)的基本原理和计算实例   总被引：86，自引：3，他引：86  

汪大绥  贺军利  张凤新 《世界地震工程》2004,20(1):45-53

阐述了美国两本手册FEMA273／274和ATC-40中关于静力弹塑性分析的基本原理和方法，给出了利用ETABS程序进行适合我国地震烈度分析的计算步骤，并用一框剪结构示例予以说明，表明Pushover方法是目前对结构进行在罕遇地震作用下弹塑性分析的有效方法。  相似文献   

Seismic performance evaluation of steel arch bridges against major earthquakes. Part 1: dynamic analysis approach     

Tsutomu Usami  Zhihao Lu  Hanbin Ge  Takeshi Kono 《地震工程与结构动力学》2004,33(14):1337-1354

In this study the inelastic behavior of steel arch bridges subjected to strong ground motions from major earthquakes is investigated by dynamic analyses of a typical steel arch bridge using a three‐dimensional (3D) analytical model, since checking seismic performance against severe earthquakes is not usually performed when designing such kinds of bridge. The bridge considered is an upper‐deck steel arch bridge having a reinforced concrete (RC) deck, steel I‐section girders and steel arch ribs. The input ground motions are accelerograms which are modified ground motions based on the records from the 1995 Hyogoken‐Nanbu earthquake. Both the longitudinal and transverse dynamic characteristics of the bridge are studied by investigation of time‐history responses of the main parameters. It is found that seismic responses are small when subjected to the longitudinal excitation, but significantly large under the transverse ground motion due to plasticization formed in some segments such as arch rib ends and side pier bases where axial force levels are very high. Finally, a seismic performance evaluation method based on the response strain index is proposed for such steel bridge structures. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information     

Dimitrios Vamvatsikos  C. Allin Cornell 《地震工程与结构动力学》2005,34(13):1573-1600

Scalar and vector intensity measures are developed for the efficient estimation of limit‐state capacities through incremental dynamic analysis (IDA) by exploiting the elastic spectral shape of individual records. IDA is a powerful analysis method that involves subjecting a structural model to several ground motion records, each scaled to multiple levels of intensity (measured by the intensity measure or IM), thus producing curves of structural response parameterized by the IM on top of which limit‐states can be defined and corresponding capacities can be calculated. When traditional IMs are used, such as the peak ground acceleration or the first‐mode spectral acceleration, the IM‐values of the capacities can display large record‐to‐record variability, forcing the use of many records to achieve reliable results. By using single optimal spectral values as well as vectors and scalar combinations of them on three multistorey buildings significant dispersion reductions are realized. Furthermore, IDA is extended to vector IMs, resulting in intricate fractile IDA surfaces. The results reveal the most influential spectral regions/periods for each limit‐state and building, illustrating the evolution of such periods as the seismic intensity and the structural response increase towards global collapse. The ordinates of the elastic spectrum and the spectral shape of each individual record are found to significantly influence the seismic performance and they are shown to provide promising candidates for highly efficient IMs. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献