全文获取类型
收费全文 | 509篇 |
免费 | 83篇 |
国内免费 | 145篇 |
专业分类
测绘学 | 16篇 |
大气科学 | 140篇 |
地球物理 | 101篇 |
地质学 | 257篇 |
海洋学 | 75篇 |
天文学 | 59篇 |
综合类 | 48篇 |
自然地理 | 41篇 |
出版年
2023年 | 9篇 |
2022年 | 21篇 |
2021年 | 33篇 |
2020年 | 20篇 |
2019年 | 21篇 |
2018年 | 31篇 |
2017年 | 25篇 |
2016年 | 41篇 |
2015年 | 26篇 |
2014年 | 29篇 |
2013年 | 34篇 |
2012年 | 25篇 |
2011年 | 40篇 |
2010年 | 24篇 |
2009年 | 20篇 |
2008年 | 27篇 |
2007年 | 16篇 |
2006年 | 15篇 |
2005年 | 14篇 |
2004年 | 15篇 |
2003年 | 15篇 |
2002年 | 11篇 |
2001年 | 18篇 |
2000年 | 22篇 |
1999年 | 24篇 |
1998年 | 22篇 |
1997年 | 27篇 |
1996年 | 24篇 |
1995年 | 13篇 |
1994年 | 11篇 |
1993年 | 13篇 |
1992年 | 6篇 |
1991年 | 6篇 |
1990年 | 6篇 |
1989年 | 5篇 |
1988年 | 4篇 |
1987年 | 5篇 |
1986年 | 2篇 |
1985年 | 2篇 |
1984年 | 3篇 |
1982年 | 1篇 |
1981年 | 1篇 |
1979年 | 1篇 |
1978年 | 1篇 |
1977年 | 1篇 |
1976年 | 1篇 |
1975年 | 1篇 |
1974年 | 1篇 |
1973年 | 1篇 |
1958年 | 1篇 |
排序方式: 共有737条查询结果,搜索用时 46 毫秒
91.
It is well-known that the responses of a structure are different when subjected to a static load or a sudden step load. The dynamic amplification factor (DAF), which is defined as the ratio of the amplitude of the vibratory response to the static response, is normally used to depict the dynamic effect. For a single-degree-of-freedom system (SDOF) subjected to a sudden dynamic load, the maximum value of DAF is 2. Many design guidelines therefore use 2 as an upper bound to consider the dynamic effect. For a civil engineering structure, which is normally a multiple-degrees-of-freedom (MDOF) system, the DAF may exceed 2 in certain circumstances. The adoption of 2 as the upper bond as suggested by the design guidelines therefore may lead to unsafe structural design. Very limited studies systematically investigate the DAF of a MDOF system. This study theoretically investigates the DAF of a MDOF system when it is subjected to a step load based on the fundamental theory of structural dynamics. The condition on which the DAF may exceed 2 is defined. Two numerical examples and one experimental study of a cable-stayed bridge subjected to sudden cable loss are presented to illustrate the problem. 相似文献
92.
Ding Yang Bao Xianwen Zhou Lingling Bi Congcong Yao Zhigang Ma Chao Chu Qinqin 《Ocean Dynamics》2020,70(6):803-825
Ocean Dynamics - The westward transversal current (TC) in the southern Yellow Sea entrance was investigated during winter 2007 using a numerical ocean model. The three-dimensional structures and... 相似文献
93.
卫星估计降水量产品的优化处理及分区检验 总被引:2,自引:1,他引:1
经检验发现,由国家卫星气象中心反演并投入业务使用的GMS-5卫星红外估计降水量产品性能在我国存在一定的区域差异。利用实测雨量对卫星估计降水量产品进行优化处理,结果显示优化后的卫星估计降水量在全国各气候分区都有不同程度的改善。 相似文献
94.
为探明三角褐指藻(Phaeodactylum tricornutum)对抑食金球藻(Aureococcus anophagefferens)是否具有化感作用,本研究以三角褐指藻和抑食金球藻为实验材料,研究了抑食金球藻在单培养和共培养条件下的生长情况及三角褐指藻培养滤液对其生长和叶绿素荧光参数的影响。结果表明:三角褐指藻对抑食金球藻有明显的化感抑制作用。在单培养体系中,抑食金球藻的生长曲线可用逻辑斯谛增长模型拟合,随着起始密度的增加,环境容量(K)逐渐减小,而抑食金球藻的种群瞬间增长率(r)、进入拐点时间及稳定期细胞密度均较为接近;当三角褐指藻与抑食金球藻以不同起始密度比共同培养时,抑食金球藻的生长均受到了显著地抑制(P<0.05),但其抑制作用并未与三角褐指藻的密度呈明显的线性关系;滤液培养实验发现,10 mL和15 mL三角褐指藻培养滤液的加入可对抑食金球藻的生长产生显著影响(P<0.05),对其叶绿素荧光参数没有影响(P>0.05),25 mL和35 mL三角褐指藻培养滤液的加入可对抑食金球藻的生长和叶绿素荧光参数均产生显著的抑制作用(P<0.05),叶绿素荧光参数Fv/Fm、ΦPSⅡ、alpha的值降低,Ik的值增加,PSⅡ受到损害。 相似文献
95.
陇中黄土高原土壤水分变化特征及其机理分析 总被引:2,自引:1,他引:1
基于兰州大学半干旱气候与环境观测站(SACOL)2010年全年的观测资料,对陇中黄土高原半干旱区土壤水分的年变化和日变化特征进行了研究,并通过计算水汽通量与蒸散量,探讨了土壤-地表-大气间水分的交换和运移机理。结果表明:土壤湿度的季节变化主要受降水影响,各季节的平均土壤湿度均呈现出表层和深层低、中间层高的特点,最高值出现在地下10 cm附近;在无降水的情况下,土壤5~20 cm处的含水量呈现出夜间逐渐降低、白天逐渐上升的波形变化,这种变化与土壤水汽通量具有很好的一致性,而水汽通量的方向则受温度梯度的影响;在白天,地表温度高于气温与较深层地温,水汽在向空气蒸散的同时也由地表流向土壤深部,夜晚地表温度则低于较深层地温,水汽由土壤深部流向地表。因此土壤内部的水分蒸发主要出现在夜晚,且主要发生在地表40 cm以内的土壤孔隙中,而白天地表的实际蒸发主要存在土壤浅层0~5 cm,5 cm以下土壤水分的蒸发十分微弱。本研究结果对于改进半干旱区陆面计算模式以及当地的生态环境建设具有一定的参考价值。 相似文献
96.
Spectral lag of gamma‐ray bursts caused by the intrinsic spectral evolution and the curvature effect
Assuming an intrinsic ‘Band’ shape spectrum and an intrinsic energy‐independent emission profile we have investigated the connection between the evolution of the rest‐frame spectral parameters and the spectral lags measured in gamma‐ray burst (GRB) pulses by using a pulse model. We first focus our attention on the evolution of the peak energy, E0,p, and neglect the effect of the curvature effect. It is found that the evolution of E0,p alone can produce the observed lags. When E0,p varies from hard to soft only the positive lags can be observed. The negative lags would occur in the case of E0,p varying from soft to hard. When the evolution of E0,p and the low‐energy spectral index α0 varying from soft to hard then to soft we can find the aforesaid two sorts of lags. We then examine the combined case of the spectral evolution and the curvature effect of fireball and find the observed spectral lags would increase. A sample including 15 single pulses whose spectral evolution follows hard to soft has been investigated. All the lags of these pulses are positive, which is in good agreement with our theoretical predictions. Our analysis shows that only the intrinsic spectral evolution can produce the spectral lags and the observed lags should be contributed by the intrinsic spectral evolution and the curvature effect. But it is still unclear what cause the spectral evolution (© 2011 WILEY‐VCH Verlag GmbH & Co. KGaA, Weinheim) 相似文献
97.
Pounding between adjacent bridge structures with insufficient separation distance has been identified as one of the primary causes of damage in many major earthquakes. It takes place because the closing relative movement is larger than the structural gap provided between the structures. This relative structural response is controlled not only by the dynamic properties of the participating structures but also by the characteristics of the ground excitations. The consequence of the spatial variation of ground motions has been studied by researchers; however, most of these studies were performed numerically. The objective of the present research is to experimentally evaluate the influence of spatial variation of ground motions on the pounding behaviour of three adjacent bridge segments. The investigation is performed using three shake tables. The input spatially varying ground excitations are simulated based on the New Zealand design spectra for soft soil, shallow soil and strong rock using an empirical coherency loss function. Results confirm that the spatially nonniform ground motions increase the relative displacement of adjacent bridge girders and pounding forces. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
98.
Erping Bi Yulong Liu Jiangtao He Zhao Wang Fei Liu 《Ground Water Monitoring & Remediation》2012,32(1):53-58
In order to collect baseline information on the environmental occurrence of volatile organic compounds (VOCs) in groundwater in East China, shallow groundwater samples were collected from five alluvial plains in East China in 2008 to 2009. All samples were analyzed for 54 VOCs representing a wide variety of uses and origins. Sampling sites were mainly selected in the areas to be susceptible to contamination from human activities in terms of previous hydrogeological survey. The data of all samples showed a variety of different hydrogeological systems with potential sources of VOCs, with 36 of the 54 VOCs being found. The most frequently detected compounds include naphthalene (56.9%), chloroform (16.9%), 1,2‐dichloroethane (16.2%), 1,2‐dichloropropane (13.1%), and 1,2,3‐trichlorobenzene (12.3%). The concentrations of methylene chloride, 1,2‐dichloroethane, carbon tetrachloride, trichloroethene, 1,2‐dichloropropane, and tetrachloroethene exceeded the relating drinking water standards. Future work will be needed to identify those factors that are most important in determining the occurrence and concentrations of VOCs in groundwater in China. 相似文献
99.
100.
UHTCC新型梁柱节点抗震性能试验研究 总被引:2,自引:0,他引:2
为研究超高韧性水泥基材料新型梁柱节点的抗震性能,进行了6榀缩尺比例为1/2的框架中节点的低周反复载荷试验,对不同轴压比和体积配箍率下梁柱节点的受力特点、裂缝开展形式、滞回特性进行了研究。结果表明,超高韧性水泥基材料能明显改善节点核心区的抗裂性能和剪切延性,具有更好的耗能能力,可部分或全部替代节点处箍筋的抗剪作用,具有良好的经济效益。 相似文献