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61.
The objective of this study is to experimentally investigate the effectiveness of Tuned Liquid Dampers (TLDs) for suppressing the dynamic response of a platform structure subjected to wave loading and to explore the applicability of TLDs for suppressing the structural vibration of fixed offshore platforms. The experimental model is scaled according to a full size platform by matching its dynamic properties. Rectangular and circular TLDs of various sizes and water depths are examined.The experiments were performed in a 2-D wave flume. The effectiveness of TLDs is evaluated based on their response reduction. By observing the performance and the behavior of TLDs through laboratory experiments, the effects of a number of parameters including container shape, container size, number of dampers, frequency ratio, mass ratio, and incident wave characteristics are investigated. 相似文献
62.
本文介绍了GPS相对静态定位测量结合站心地平直角坐标系计算跑道真方位角的方法,通过坐标方位角加上改正值计算真方位角的方法进行验证,结合工程实例对该方法进行验证。该方法计算过程简单,可靠性好,省时省力。 相似文献
63.
AbstractThe applicability of two versions of the Bartlett Lewis rectangular pulse model, the original and the modified model, is discussed for describing the temporal and spatial variation of rainfall patterns observed at 15 raingauge stations in Peninsular Malaysia over the period 1971–2008; 17 different sets of moment combinations are fitted to these models based on the generalized method of moments approach. The common statistics included in all sets are the mean, variance, lag-1 autocorrelation and the probability of dry based on the hourly rainfall data. The analysis was carried out on hourly rainfall data from all 15 stations for all months of the year. Two stations, Petaling Jaya and Kemaman, located on the west and east coasts of the Peninsula, respectively, are considered for illustration of the results, taking the months of July and November, which correspond to the driest and wettest months, corresponding to the southwest monsoon (May–August) and northeast monsoon (November–February), respectively. The best moment combination found for the illustrative results is based on the common statistics, as well as the mean and variance based on 24-h aggregated rainfall data, the inclusion of which successfully improved the model performance; the errors were significantly reduced. It was also found that the performance of the fitted models based on the mean absolute deviate error varies according to the type of Bartlett Lewis model applied: errors are much smaller for the fitted model based on the modified model as compared to the original model. In addition, the fitted statistics: mean, lag-1 autocorrelation and probability of dry are quite well fitted for several aggregated time scales; however, the variances are underestimated in both models for all aggregated time scales, particularly in the case of the original model. The results of extreme value analysis indicate that the modified model failed to reproduce the annual hourly and daily rainfall extremes satisfactorily.
Editor D. Koutsoyiannis; Associate editor C. OnofCitation Hanaish, I.S., Ibrahim, K., and Jemain, A.A., 2013. On the potential of Bartlett Lewis rectangular pulse models for simulating rainfall in Peninsular Malaysia. Hydrological Sciences Journal, 58 (8), 1690–1703. 相似文献
64.
泥化弱胶结软岩地层中矩形巷道的变形破坏过程分析 总被引:2,自引:0,他引:2
在西部地区,一定数量的矿区处于泥化弱胶结软岩地层,此类软岩胶结性差、强度低、遇水泥化。矩形是采区巷道的常用型式,但其断面受力不均、稳定性差。在上述软岩地层中的矩形巷道承载力低、变形量大、变形持续时间长,给煤矿的安全生产带来极大困难。以内蒙古新上海一号煤矿皮带顺槽矩形巷道为背景,运用FLAC3D软件中的Cvisc黏弹塑性模型,对矩形巷道的变形破坏进行了数值模拟,并将模拟结果与现场监测结果对比分析。结果表明:巷道开挖支护后,受断面形状影响,矩形巷道四角出现压应力集中和顶板受拉区,巷道顶板下沉量大,底板底臌严重,两帮向巷道挤出;受围岩岩性影响,围岩进入塑性的时间快短、范围大,塑性区超出了支护体的作用范围,造成锚杆(索)的锚固效果难以完全发挥,围岩出现整体滑动的现象;巷道变形呈现出流变变形的特性,变形量随时间持续增加,持续的蠕变变形超出了支护体的可控范围,最终引起巷道的失稳破坏。 相似文献
65.
矩形顶管施工过程中会对周围土体造成扰动,引起地表产生竖向变形。为研究超浅覆土顶管施工过程中的地表沉降规律,以深圳市某下穿道路矩形顶管工程为背景,使用PLAXIS 3D软件对顶管双线施工进行有限元模拟。首先将模拟结果与实测结果对比以验证模拟结果的合理性,然后分析双线施工地表沉降变化规律,最后对现场加固措施进行评价。主要结论如下:未加固时顶管顶进过程中,最大沉降量位于始发端,最大隆起量位于接收端;加固后地表沉降最大值点及沉降最大值均发生了改变:加固后地表最大沉降值点由始发井改变为顶管中部区域,最大沉降值减少了6.15 mm,表明现场加固方案效果显著;未加固和加固后地表沉降纵向曲线规律基本一致,表现为三个阶段:隆起期、快速沉降期和沉降稳定期;未加固和加固后地表横向沉降槽变化情况基本一致。 相似文献
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69.
Transmissions of oblique incident wave from a row of rectangular piles are analyzed theoretically. The incident angle of plane wave is taken as , there then is the transmission coefficient (This is a paradox). In this paper, by means of the approximate relation between the transmitted and incident wave angle found from the shape of a slit, the paradoxical phenomenon is removed. On the basis of the continuality of the pressure and flux and the analysis of flow resistance at the row of rectangular piles, formulas of reflection and transmission coefficients are obtained. The transmission and reflection coefficients predicted by the present model quite agree with those of laboratory experiments in previous references 相似文献
70.
Effects of perforated baffle on reducing sloshing in rectangular tank: Experimental and numerical study 总被引:1,自引:1,他引:0
A liquid sloshing experimental rig driven by a wave-maker is designed and built to study liquid sloshing problems in a rectangular liquid tank with perforated baffle. A series of experiments are conducted in this experimental rig to estimate the free surface fluctuation and pressure distribution by changing external excitation frequency of the shaking table. An in-house CFD code is also used in this study to simulate the liquid sloshing in three-dimensional (3D) rectangular tank with perforated baffle. Good agreements of free surface elevation and pressure between the numerical results and the experimental data are obtained and presented. Spectral analysis of the time history of free surface elevation is conducted by using the fast Fourier transformation. 相似文献