全文获取类型
收费全文 | 5731篇 |
免费 | 972篇 |
国内免费 | 870篇 |
专业分类
测绘学 | 1748篇 |
大气科学 | 589篇 |
地球物理 | 1614篇 |
地质学 | 1840篇 |
海洋学 | 612篇 |
天文学 | 63篇 |
综合类 | 627篇 |
自然地理 | 480篇 |
出版年
2024年 | 15篇 |
2023年 | 77篇 |
2022年 | 178篇 |
2021年 | 202篇 |
2020年 | 237篇 |
2019年 | 335篇 |
2018年 | 218篇 |
2017年 | 317篇 |
2016年 | 313篇 |
2015年 | 346篇 |
2014年 | 334篇 |
2013年 | 407篇 |
2012年 | 410篇 |
2011年 | 405篇 |
2010年 | 274篇 |
2009年 | 368篇 |
2008年 | 350篇 |
2007年 | 382篇 |
2006年 | 373篇 |
2005年 | 288篇 |
2004年 | 280篇 |
2003年 | 209篇 |
2002年 | 188篇 |
2001年 | 149篇 |
2000年 | 135篇 |
1999年 | 124篇 |
1998年 | 119篇 |
1997年 | 92篇 |
1996年 | 84篇 |
1995年 | 63篇 |
1994年 | 55篇 |
1993年 | 40篇 |
1992年 | 40篇 |
1991年 | 18篇 |
1990年 | 33篇 |
1989年 | 27篇 |
1988年 | 25篇 |
1987年 | 17篇 |
1986年 | 5篇 |
1985年 | 6篇 |
1984年 | 7篇 |
1983年 | 3篇 |
1982年 | 5篇 |
1981年 | 6篇 |
1980年 | 3篇 |
1979年 | 3篇 |
1977年 | 3篇 |
1976年 | 1篇 |
1972年 | 1篇 |
1954年 | 3篇 |
排序方式: 共有7573条查询结果,搜索用时 656 毫秒
91.
92.
地下水流动对土体产生渗透力;当渗透力大于土体的抗剪强度,土体破坏,也就是当施工造成地下水水力坡度超过砂层的临界水力坡度即产生流砂现象.运用水文地质工程地质学方面的原理其处理方法有两类:—是莫尔一库仑法:即c法和φ法;二是临界水力坡度法(Ic法). 相似文献
93.
94.
梯度法在水文地质参数估值中的应用 总被引:7,自引:1,他引:7
根据地下水的抽水试验求含水层的导水系数和储水系数时,传统的计算方法是配线法和直线图解法。这两种方法比较繁琐,且人为误差较大。本文运用数学模型的最优化方法即梯度法,并借助于计算机编程,实现了水文地质参数的数值求解。计算结果能消除人为误差,准确反映含水层的参数特征。 相似文献
95.
96.
This paper concerns the seismic response of structures isolated at the base by means of High Damping Rubber Bearings (HDRB). The analysis is performed by using a stochastic approach, and a Gaussian zero mean filtered non‐stationary stochastic process is used in order to model the seismic acceleration acting at the base of the structure. More precisely, the generalized Kanai–Tajimi model is adopted to describe the non‐stationary amplitude and frequency characteristics of the seismic motion. The hysteretic differential Bouc–Wen model (BWM) is adopted in order to take into account the non‐linear constitutive behaviour both of the base isolation device and of the structure. Moreover, the stochastic linearization method in the time domain is adopted to estimate the statistical moments of the non‐linear system response in the state space. The non‐linear differential equation of the response covariance matrix is then solved by using an iterative procedure which updates the coefficients of the equivalent linear system at each step and searches for the solution of the response covariance matrix equation. After the system response variance is estimated, a sensitivity analysis is carried out. The final aim of the research is to assess the real capacity of base isolation devices in order to protect the structures from seismic actions, by avoiding a non‐linear response, with associated large plastic displacements and, therefore, by limiting related damage phenomena in structural and non‐structural elements. In order to attain this objective the stochastic response of a non‐linear n‐dof shear‐type base‐isolated building is analysed; the constitutive law both of the structure and of the base devices is described, as previously reported, by adopting the BWM and by using appropriate parameters for this model, able to suitably characterize an ordinary building and the base isolators considered in the study. The protection level offered to the structure by the base isolators is then assessed by evaluating the reduction both of the displacement response and the hysteretic dissipated energy. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
97.
慕士塔格峰洋布拉克冰川消融的观测分析 总被引:6,自引:11,他引:6
2001年7月4日至8月8日,在慕士塔格峰西侧的洋布拉克冰川海拔4600~4460m区间的冰舌段,进行了短期的冰面消融观测.慕士塔格峰冰川区暖期短,冰面强消融时期比较集中.观测期间,冰面纯消融厚度为640~1260mm水层,日平均消融厚度达26~39.6mm,推算冰舌区年消融量不低于1700~2000mm,比青藏高原内部的冰川消融强烈的多.7月21-22日出现最大消融值,在海拔4460m和4600m,日消融量分别为144.5mm和59.5mm.冰面消融随海拔上升而减小,日平均消融梯度:在裸露冰区为0.40~0.55mm·10m-1;在表碛覆盖区为0.21~3.53mm·10m-1,变幅较裸露冰区大.按裸露冰区的消融梯度计算出海拔4800m处的日平均消融量,和过去的研究资料比较,2001年冰面日平均消融量较1987年和1960年的消融量大,反映出慕士塔格峰区影响冰川消融的气候与全球气候变暖的特点是一致的. 相似文献
98.
It gradually becomes a common work using large seismic wave data to obtain source parameters, such as seismic moment, break radius, stress drop, with completingof digital seismic network in China (Hough, et al, 1999; Bindi, et al, 2001). These parameters are useful on earthquake prediction and seismic hazard analysis.Although the computation methods of source parameters are simple in principle and the many research works have been done, it is not easy to obtain the parameters accurately. There are two factors affecting the stability of computation results. The first one is the effect of spread path and site respond on signal. According to the research results, there are different geometrical spreading coefficients on different epicenter distance. The better method is to introduce trilinear geometrical spreading model (Atkinson, Mereu, 1992; Atkinson, Boore, 1995; WONG, et al, 2002). In addition, traditional site respond is estimated by comparing with rock station, such as linear inversion method (Andrews, 1982), but the comparative estimation will introduce some errors when selecting different stations. Some recent research results show that site respond is not flat for rock station (Moya, et al, 2000; ZHANG,. et al, 2001; JIN, et al, 2000; Dutta, et al, 2001). The second factor is to obtain low-frequency level and corner frequency fromdisplacement spectrum. Because the source spectrum model is nonlinear function,these values are obtained by eye. The subjectivity is strong. The small change of corner frequency will affect significantly the result of stress drop. 相似文献
99.
Coupled inverse modelling of groundwater flow and mass transport and the worth of concentration data 总被引:1,自引:0,他引:1
Harrie-Jan Hendricks Franssen Jaime Gómez-Hernández Andrés Sahuquillo 《Journal of Hydrology》2003,281(4):281-295
This paper presents the extension of the self-calibrating method to the coupled inverse modelling of groundwater flow and mass transport. The method generates equally likely solutions to the inverse problem that display the variability as observed in the field and are not affected by a linearisation of the state equations. Conditioning to the state variables is measured by an objective function including, among others, the mismatch between the simulated and measured concentrations. Conditioning is achieved by minimising the objective function by gradient-based methods. The gradient contains the partial derivatives of the objective function with respect to: log conductivities, log storativities, prescribed heads at boundaries, retardation coefficients and mass sources. The derivatives of the objective function with respect to log conductivity are the most cumbersome and need the most CPU-time to be evaluated. For this reason, to compute this derivative only advective transport is considered. The gradient is calculated by the adjoint-state method. The method is demonstrated in a controlled, synthetic study, in which the worth of concentration data is analysed. It is shown that concentration data are essential to improve transport predictions and also help to improve aquifer characterisation and flow predictions, especially in the upstream part of the aquifer, even in the case that a considerable amount of other experimental data like conductivities and heads are available. Besides, conditioning to concentration data reduces the ensemble variances of estimated transmissivity, hydraulic head and concentration. 相似文献
100.
遗传算法与单纯形法组合的影像纹理分类方法 总被引:7,自引:3,他引:7
提出遗传算法(简称GA)与单纯形法组合的影像纹理分类方法(简称GASPX)。单纯形法是一种局部搜索方法,它通过反射,扩张,收缩操作,求得新的单纯形点,组成新单纯形,新单纯形比前一个单纯形更接近局部最优解。这种寻优方法收敛速度快,它与GA组合起来可以改善单独使用GA收敛速度慢的缺陷。由于在组合算法中是多个单纯形的局部区域的并行搜索,避免GA优化过程中过早收敛于局部最优解的现象出现。通过5种不同类别航空影像纹理识别的试验,并与GA的结果作对比,结果表明GASPX法优于GA法。 相似文献