全文获取类型
收费全文 | 3928篇 |
免费 | 869篇 |
国内免费 | 670篇 |
专业分类
测绘学 | 81篇 |
大气科学 | 200篇 |
地球物理 | 2916篇 |
地质学 | 1136篇 |
海洋学 | 601篇 |
天文学 | 10篇 |
综合类 | 182篇 |
自然地理 | 341篇 |
出版年
2024年 | 17篇 |
2023年 | 57篇 |
2022年 | 135篇 |
2021年 | 156篇 |
2020年 | 206篇 |
2019年 | 211篇 |
2018年 | 190篇 |
2017年 | 194篇 |
2016年 | 187篇 |
2015年 | 231篇 |
2014年 | 292篇 |
2013年 | 242篇 |
2012年 | 252篇 |
2011年 | 274篇 |
2010年 | 260篇 |
2009年 | 256篇 |
2008年 | 253篇 |
2007年 | 276篇 |
2006年 | 232篇 |
2005年 | 213篇 |
2004年 | 200篇 |
2003年 | 173篇 |
2002年 | 154篇 |
2001年 | 113篇 |
2000年 | 117篇 |
1999年 | 103篇 |
1998年 | 97篇 |
1997年 | 90篇 |
1996年 | 81篇 |
1995年 | 52篇 |
1994年 | 38篇 |
1993年 | 32篇 |
1992年 | 23篇 |
1991年 | 15篇 |
1990年 | 11篇 |
1989年 | 9篇 |
1988年 | 5篇 |
1987年 | 6篇 |
1986年 | 2篇 |
1985年 | 4篇 |
1984年 | 2篇 |
1983年 | 1篇 |
1982年 | 2篇 |
1979年 | 2篇 |
1954年 | 1篇 |
排序方式: 共有5467条查询结果,搜索用时 15 毫秒
991.
徐州张集水源地浅层地下水动态及其对不同开采方案响应 总被引:1,自引:0,他引:1
张集水源地是徐州市一个拟建水源地。了解浅层地下水动态变化规律是设计水源地最优取水方案、满足当地居民生活及工农业生产需水和水源地环境保护的重要前提条件之一。分析了水源地在现状以及不同开采条件下浅层地下水动态影响因素,建立了三维等参有限元数学模型模拟水源地地下水运动规律,利用大型群孔抽水试验资料进行参数识别和模型校正,预报了不同开采方案对水源地浅层地下水动态的影响,结果表明:水源地开采后,水源地开采将成为浅层地下水动态的主要影响因素之一;水源地允许开采量为13.71万m3/d是适合的,它不会引起地下水位的持续下降,不仅可满足当地居民用水需求,而且可以向徐州市稳定供水。 相似文献
992.
西北地区的退耕规模、粮食响应及政策建议 总被引:19,自引:0,他引:19
退耕还林(草)是西北地区生态环境建设的重大举措,但退耕必然会对的粮食生产带来直接影响。基于全国土地利用详查的分县数据,研究认为:(1)按照法律规定,大于25度的陡坡耕地必须无条件地退耕。仅此一项,西北地区就必须退耕153.6×104hm2,占现有耕地的9.2%,粮食减产为71.2×104t,占1996年粮食产量的2.2%,对全区人均粮食占有量的影响很小;(2)在保证人均耕地0.1hm2前提下对大于15度的坡耕地退耕,则退耕面积可达347.8×104hm2,超过现有耕地的1/5;对应的粮食减产为234.5×104t,是1996年粮食产量的7.3%,甘肃、陕西和青海的粮食减产比例都在1/10左右,退耕带来的直接粮食减产效应是显而易见的。最后针对西北地区的退耕规模及其粮食响应,提出了两条政策建议 相似文献
993.
994.
995.
Complex site effects and building codes: Making the leap 总被引:1,自引:0,他引:1
The engineering community is aware of the importance of site effects, but it lags behind seismological studies when it comes to incorporating site effect considerations in design spectra for seismic norms. This lag is reflected in the conspicuous fact that current building codes make allowance for 1D site effects but ignore complex site effects. The purpose of this paper is to explore a way for including complex site effects in a building code environment. We take as example Eurocode 8, which is a modern code that exemplifies the current approach to site effect consideration. We examine the restrictions that we have imposed to make the problem of a feasible size and discuss the approach we have taken. We propose a strategy to incorporate a class of complex site effects in a design elastic spectrum. 相似文献
996.
数字地震记录应用基础 总被引:1,自引:0,他引:1
介绍了数字地震记录的含义,数字地震记录仪器的分极结构和仪器响应,以及在频域和时域中数字记录去除模拟地震记录仪器响应的方法。 相似文献
997.
建筑桩基的有效应力地震反应分析:Ⅰ--计算方法 总被引:1,自引:1,他引:0
根据地震作用、上部结构、桩基的特点,建立了建筑桩基地震反应分析的计算模型,考虑了桩-土-上部结构的动力相互作用。然后将饱和土体视为由固、液二相组成的两相介质,基于Biot动力固结方程,提出一种建筑桩基地震反应的有效应力动力分析方法,并给出了具体计算步骤。 相似文献
998.
M. Taylan 《Ocean Engineering》2000,27(9):1159
Many researchers have studied a wide range of nonlinear equations of motion describing a ship rolling in waves. In this study, a form of nonlinear equation governing the motion of a rolling ship subjected to synchronous beam waves is suggested and solved by the generalized Duffing's method in the frequency domain. Various representations of damping and restoring terms found in the literature are investigated and their solutions are analyzed by the above-mentioned method. Comparative results of nonlinear roll responses are obtained for four distinct vessel types at resonance conditions which constitute the worst situation. The results indicate the importance of roll damping and restoring, when constructing a nonlinear roll model. An inappropriate selection of damping and restoring terms may lead to serious discrepancies with reality, especially in peak roll amplitudes. 相似文献
999.
The subject of the wave–seabed–structure interaction is important for civil engineers regarding stability analysis of foundations for offshore installations. Most previous investigations have been concerned with such a problem in the vicinity of a simple structure such as a vertical wall. For more complicated structures such as a pipeline, the phenomenon of the wave–seabed–structure has not been fully understood. This paper proposes a finite-difference model in a curvilinear coordinate system to investigate the wave-induced seabed response in a porous seabed around a pipeline. Based on the present numerical model, mechanism of the wave-induced soil response is examined. Employing Mohr–Coulomb failure criterion, the wave-induced seabed instability is also estimated. The numerical results indicate the importance of the effect of pipeline on the seabed response. 相似文献
1000.
WANG Junrong LI Huajun LI Ping ZHOU Kai 《中国海洋大学学报(英文版)》2007,6(3):310-314
Coupled effects on a single point mooring(SPM) system subjected to the combined action of wind,waves and current are studied in this paper. Due to the complicatedness of the sea state and the huge size of the vessel,physical experimental study is both time consuming and uneconomical,whereas the numerical study is cost-effective and DNV software provides powerful SESAM software in solving the issues. This paper focuses on the modeling process of the SPM system,catenary equilibrium calculation,static analysis of the vessel in three different scenarios,and dynamic response simulation of the SPM system under environmental excitations. The three scenarios in study are as follows:the SPM is under the combined function of(a) wind,waves and current,(b) wind and waves,(c) current and waves. They are so set that one can compare the contributions of different types of loads in both static and dynamic studies. Numerical study shows that wind and current are the two major factors contributing to the mooring line tension,and surge and sway are the two dominant motions of the moored vessel subjected to environmental excitations. 相似文献