全文获取类型
收费全文 | 4827篇 |
免费 | 1048篇 |
国内免费 | 1208篇 |
专业分类
测绘学 | 557篇 |
大气科学 | 133篇 |
地球物理 | 1155篇 |
地质学 | 3955篇 |
海洋学 | 703篇 |
天文学 | 9篇 |
综合类 | 269篇 |
自然地理 | 302篇 |
出版年
2024年 | 10篇 |
2023年 | 62篇 |
2022年 | 271篇 |
2021年 | 273篇 |
2020年 | 318篇 |
2019年 | 300篇 |
2018年 | 187篇 |
2017年 | 168篇 |
2016年 | 180篇 |
2015年 | 245篇 |
2014年 | 298篇 |
2013年 | 272篇 |
2012年 | 312篇 |
2011年 | 326篇 |
2010年 | 321篇 |
2009年 | 333篇 |
2008年 | 316篇 |
2007年 | 329篇 |
2006年 | 356篇 |
2005年 | 308篇 |
2004年 | 269篇 |
2003年 | 241篇 |
2002年 | 167篇 |
2001年 | 188篇 |
2000年 | 161篇 |
1999年 | 173篇 |
1998年 | 157篇 |
1997年 | 109篇 |
1996年 | 90篇 |
1995年 | 64篇 |
1994年 | 55篇 |
1993年 | 62篇 |
1992年 | 36篇 |
1991年 | 29篇 |
1990年 | 16篇 |
1989年 | 13篇 |
1988年 | 11篇 |
1987年 | 14篇 |
1986年 | 6篇 |
1985年 | 4篇 |
1984年 | 6篇 |
1983年 | 5篇 |
1982年 | 6篇 |
1981年 | 3篇 |
1980年 | 3篇 |
1978年 | 2篇 |
1977年 | 3篇 |
1974年 | 1篇 |
1973年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有7083条查询结果,搜索用时 281 毫秒
31.
根据地形地貌、地质构造、水文地质条件将青岛市划分为6个工程地质亚区,论述了各亚区地质环境特征,结合不同城市建筑工程特点,进行了工程场地适应性和选择性分析评价,为充分合理利用城市地质环境提供良好依据 相似文献
32.
结合近年来参与有关水下工程检测和项目监理的实践体验 ,从总结水下工程项目的基本特征着手 ,分析了水下工程项目监理的主要任务 ,并结合对于实施水下工程项目监理必备装备条件的探讨 ,介绍了国内外现有水下监测技术装备的开发应用状况 相似文献
33.
Nabil Sultan Pierre Cochonat Jean Fran ois Bourillet Florence Cayocca 《Marine Georesources & Geotechnology》2001,19(2):107-133
This article presents a methodology developed to evaluate the instability of submarine slopes that extend over a large area. Special attention was paid to (1) the complex geometry (bathymetry) and the expanse of the slope, (2) the heterogeneity of the sediment, and (3) the distribution of the pore pressure. The safety factor was considered as a spatially varying quantity. The General Formulation (GLE, Fredlund and Krahn 1977), which fully satisfies equilibrium conditions, was used for evaluating the stability of the marine slope. The submarine slope failure, which occurred on 16 October 1979 during the construction of the new Nice airport, was studied in order to test the developed model. Geotechnical parameters were taken from experimental tests carried out by IFREMER on 19 cores extracted at different depths (from 27 m to 1300 m) (Cochonat, Bourillet, and Savoye, 1993; Mulder et al., 1994). Many scenarios were proposed in order to explain the cause of the Nice slope failure (Habib, 1994). In this article, two of those scenarios were tested. Simulation results are presented and discussed. 相似文献
34.
A system of numerical tools to predict the non-local long-term impact of large-scale constructions on the environment is described. The predictions have to be results of successive examination of free water oscillations, turbulent boundary layers on the sea bottom, and turbulent pulsation effects on sediment transport. Numerical results related to free water oscillations in diverse gulfs are shown, and non-local effects of the dam construction are found for an example of the Baltic Sea. Feasibility of suggested tools for turbulent flow is manifested. 相似文献
35.
1 .IntroductionThe structural design method has evolvedfromthe workingstress method,damage stage methodtolimit state method.The more recent probabilisticlimit state design method,whichis based onreliabili-tytheory,has beengenerallyacceptedinthe designcode… 相似文献
36.
1 .Introduction Since the most significant feature of a movingloadisits mobility,the interaction betweenthe ve-hicle and bridge is very complicated,which can be classified as a coupled vibration problem.There-fore ,much attention has been paid to the dyna… 相似文献
37.
AbstractHelical piles have emerged as an attractive foundation system for offshore applications with renewed interest from the offshore community. Significant research gap currently exists in transferring this technology offshore and this paper discusses how existing and emerging knowledge can be successfully used to bridge some of the gaps. We focus on the Coupled Eulerian Lagrangian (CEL) large deformation finite element (LDFE) modelling technique that is commercially available and can be used to model the three-dimensional installation process with consideration of strain rate and softening effects in soft offshore clays. A helical pile of L?=?7.5?m long is modelled with one or two large-diameter helices (D?=?2?m) attached to a central shaft of d?=?0.5?m in diameter.The net effect of strain rate and softening is to increase the installation torque. The measured torque is within the range of 200–400?kN.m for the offshore clay and the pile geometry studied. Additional helices increase the uplift force but to a lesser degree than that of the measured torque. Remoulding induced strength reduction is found to be within the range of 25–33% of the intact clay strength. Issues of extracting and reusing offshore helical pile foundations are discussed. 相似文献
38.
本文推导了随机载荷下的疲劳损伤计算公式。数值计算结果表明:P.H.Wirsching给出的公式在宽带情况下与实际情况不符;G.Chaudhury给出的公式在窄带情况下与实际不符;本文绘出的公式不仅适合于窄带,也适合于具有各种不同带宽的宽带随机载荷。 相似文献
39.
40.
潜艇疲劳载荷的概率模型 总被引:1,自引:0,他引:1
探讨了建立潜艇疲劳载荷概率模型的方法,引入了正态分布和两参数威布尔分布两种概率模型。两参数威布尔分布较适合于用来描述潜艇下潜深度分布的概率特征。可根据潜艇的设计参数、任务及航行区域等因素来选取最可能的分布形式获得潜深分布密度函数。潜艇疲劳热点部位的应力(应变)幅值分布,可由应力(应变)和潜深的关系通过相应的变换得到。 相似文献