全文获取类型
收费全文 | 4312篇 |
免费 | 944篇 |
国内免费 | 1827篇 |
专业分类
测绘学 | 59篇 |
大气科学 | 145篇 |
地球物理 | 2072篇 |
地质学 | 3189篇 |
海洋学 | 900篇 |
天文学 | 9篇 |
综合类 | 295篇 |
自然地理 | 414篇 |
出版年
2024年 | 7篇 |
2023年 | 53篇 |
2022年 | 130篇 |
2021年 | 137篇 |
2020年 | 178篇 |
2019年 | 257篇 |
2018年 | 229篇 |
2017年 | 206篇 |
2016年 | 248篇 |
2015年 | 251篇 |
2014年 | 288篇 |
2013年 | 345篇 |
2012年 | 272篇 |
2011年 | 340篇 |
2010年 | 283篇 |
2009年 | 340篇 |
2008年 | 315篇 |
2007年 | 344篇 |
2006年 | 354篇 |
2005年 | 281篇 |
2004年 | 275篇 |
2003年 | 237篇 |
2002年 | 196篇 |
2001年 | 154篇 |
2000年 | 185篇 |
1999年 | 173篇 |
1998年 | 150篇 |
1997年 | 138篇 |
1996年 | 137篇 |
1995年 | 102篇 |
1994年 | 98篇 |
1993年 | 80篇 |
1992年 | 80篇 |
1991年 | 45篇 |
1990年 | 46篇 |
1989年 | 32篇 |
1988年 | 22篇 |
1987年 | 18篇 |
1986年 | 9篇 |
1985年 | 13篇 |
1984年 | 7篇 |
1983年 | 3篇 |
1982年 | 2篇 |
1981年 | 3篇 |
1979年 | 6篇 |
1977年 | 8篇 |
1954年 | 6篇 |
排序方式: 共有7083条查询结果,搜索用时 218 毫秒
61.
土工布充砂袋的应用及其研究进展 总被引:10,自引:1,他引:10
对土工布充砂袋技术和国内外的应用进行了介绍。鉴于土工布充砂袋属于一种新兴起的土工新材料和新技术,在设计和工程实际中还存在着许多急待解决的问题,着重对各种典型状态和典型环境下的土工布充砂袋的变形、应力和土工布充砂袋堆的稳定性研究进展进行综述,最后提出进一步研究的思路。 相似文献
62.
A model for solving the two-dimensional enhanced Boussinesq equations is presented. The model equations are discretised in space using an unstructured finite element technique. The standard Galerkin method with mixed interpolation is applied. The time discretisation is performed using an explicit three-step Taylor–Galerkin method. The model is extended to the surf and swash zone by inclusion of wave breaking and a moving boundary at the shoreline. Breaking is treated by an existing surface roller model, but a new procedure for the detection of the roller thickness is devised. The model is verified using four test cases and the results are compared with experimental data and results from an existing finite difference Boussinesq model. 相似文献
63.
The proposed numerical model simulates the short-term temporal changes in shoreline position due to a structure interrupting the longshore sediment flux. The impacts of both the groin-type construction and underwater trench of arbitrary orientation relative to the shore are discussed. In order to estimate the sediment mass trapped by the structure, a submodel of the longshore sediment transport induced by a random wave field is developed. The contribution of the surface roller in momentum balance as well as in sediment suspension is included. The shoreline changes are computed from the equation deduced from the mass conservation. The perturbations in the longshore sediment discharge caused by a structure are assumed to concentrate within some boundary area of which the spatial scale is proportional to the structure's length until the latter is exceeded by the width of the sediment flux. It is shown in particular that the total effect of a long trench (channel) and a pier in its nearshore part results in general shoreline recession except for the vicinity of a pier. The model is tested against the laboratory data of Baidei et al. (1994) and applied to the Baidara Bay coast (Kara Sea) where a pipeline would be designed. 相似文献
64.
东亚岛弧地形横剖面与板块运动 总被引:2,自引:2,他引:2
史学建 《海洋地质与第四纪地质》1997,17(4):91-99
通过对东亚岛弧横剖面形态的系统分析,并结合弧前的构造应力的分析,作者认为,东亚岛弧形成于板块东移的构造环境中,横剖面形态存在两种基本类型即内缓外陡型和内陡外缓型,这两种不同的横剖面具有不同的弧前应力,前者表现弧前挤压,后者表现弧前引张,这反映地貌形态与构造应力之间的密切关系。 相似文献
65.
Chen Tieyun Zhang Huiyuan Professor Shanghai Jiao Tong University Shanghai
Doctor of Engineering Shenzhen Shipbuilding Trading Co. LTD. 《中国海洋工程》1993,(1)
- Stress concentration analysis of multiplanar tubular DT joints plays an important role in the fatigue design of offshore platforms. A semi-analytic method for stress analysis under the condition of any loads is briefly introduced in the paper. Nineteen multiplanar tubular DT joints with one of two braces of the same dimension subjected to axial loads and out- of- plane bending moments are computed for parametric stress analysis by using the present method. The influence of geometrical parameters on the stresses of multiplanar tubular DT joints is discussed and compared with corresponding uniplanar T joints. The regression formulae for the stress at hot spot of multiplanar DT joints are found by modification of SCF of corresponding uniplanar T joints. The parametric formulae for the maximum stress by superposition. Finally, the influences of stiffening effect and load-interaction effect on the maximum stress of DT joints are discussed. 相似文献
66.
牙鲆鱼苗长途运输技术的试验研究 总被引:3,自引:0,他引:3
本实验对10个批次,总数为19047尾的不同规格和产地的牙鲆鱼苗长途运输效果进行了研究。结果表明,规格为9-12cm的鱼苗,在水温6-12℃,运输时间为35-50h,采用空运和低温活水车运输,运输死亡率为664尾,死亡率为3.39%,低温活水车短途运输是可行的,尽管长途车运方式成本较低,但由于应激强度较大,对鱼苗的生长性能影响较为严重,驯养10d累计死亡率最高达18.1%,这种模式不可取。低温(6℃)、小规格(9cm)的空运较适合牙鲆鱼苗长途运输。此外,本文还就运输应激反应、预防措施和药物防治进行详细的讨论。 相似文献
67.
- The dynamic response behaviors of upright breakwaters under broken wave impact are analysed based on the mass-damper-spring dynamic system model. The effects of the mass, damping, stiffness, natural period, and impulse duration (or oscillation period) on the translation, rotation, sliding force, overturning moment, and corresponding dynamic amplifying factors are studied. It is concluded that the ampli-ying factors only depend on the ratio of the system natural period to impulse duration (or oscillation period) under a certain damping ratio. Moreover, the equivalent static approach to breakwater design is also discussed. 相似文献
68.
1 .IntroductionEvery year ,Taiwanis subjectedtotwo or three typhoonintrusions in average which always causedisasters . Most of the disasters which occur around the coastal zone are due to seabed instability andcoastal structure destruction caused bytyphoo… 相似文献
69.
70.
Owing to the complexity of the pipe-in-pipe (PIP) riser system in structure, load and restraint, many problems arise in the structural analysis of the system. This paper presents a new method for nonlinear static finite element stress analysis of the PIP riser system. The finite element (FE) model of the PIP riser system is built via software AutoPIPE 6.1. According to the specialties of a variety of components in the PIP riser system, different elements are used so as to model the system accurately. Allowing for the complication in modeling the effects of seabed restraint, a technique based on the bilinear spring concept is developed to calculate the soil properties. Then, based on a pipeline project, the entire procedure of stress analysis is discussed in detail, including creation of an FE model, processing of input data and analysis of results. A wide range of loading schemes is investigated to ascertain that the stresses remain within the acceptable range of the pipe material strength. Finally, the effects of the location of flanges, the thermal expansion of submarine pipelines and the seabed restraint on stress distribution in the riser and expansion loop are studied, which are valuable for pipeline designers. 相似文献