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941.
中国与蒙古之地质 总被引:25,自引:6,他引:25
按照构造单元和构造阶段讨论中国和蒙古的演化史。中国前寒武纪地壳演化可分3大阶段:陆核的聚结(2·8Ga);原地台在吕梁运动中固结和侧向增生(1·8Ga);地台在晋宁运动中固化拼合成华夏超大陆(830Ma)。晋宁运动后,中国和蒙古以离散大陆和洋盆并存为特征,至早古生代末聚合为中国和北蒙古两个古大陆。晚古生代时,斋桑—南蒙古—兴安和乌拉尔—天山两大海域陆续消减,形成了海西期的主缝合带。中国蒙古各地块大致于印支运动末期(210Ma)重新聚合,成为劳亚超大陆,即二叠纪—三叠纪泛大陆北支的一部分。印支期后大阶段的特征是泛大陆裂解和大西洋扩张导致了环太平洋域的出现,这一新的构造型式使中国由南北部之间的差异转变为东西部之间的差异。中国东部,也包含蒙古在内,在中—新生代基本上处于张性构造状态,发育张裂盆地和大陆内部火山活动;而在中国西部,中—新生代的构造发展过程则表现为亲冈瓦纳诸地块陆续向北增生拼贴到古亚洲大陆之上。这个过程最终导致了青藏高原在中新世至第四纪的迅速上隆。 相似文献
942.
The steel plate shear wall (SPSW) system is a robust option for earthquake resistance due to the strength, stiffness, ductility and energy dissipation that it provides. Although thin infill plates are efficient for resisting lateral loads, boundary frames that are proportioned based on capacity design requirements add significant structural weight that appears to be one of the factors limiting the use of the system in practice. An alternate configuration, the SPSW with coupling (SPSW‐WC), was explored recently as an option for increasing architectural flexibility while also improving overall system economy and seismic performance. The SPSW‐WC, which extensively employs flexural boundary frame contribution, has shown promise in analytical, numerical and experimental studies, but recent research on uncoupled SPSWs suggests that boundary frame contribution should not be considered for carrying seismic design shear. As a result, in the present study, boundary frame contribution in SPSWs was explored with detailed three‐dimensional finite element models, which were validated against large‐scale SPSW‐WC tests. Six‐story systems were considered, and the study matrix included single and double uncoupled SPSWs along with coupled SPSWs that had various degrees of coupling. Variations in design methodology were also explored. The modeling framework was employed to conduct static monotonic and cyclic pushover analyses and dynamic response history analysis. These analyses demonstrate the beneficial effect of coupling in SPSWs and illustrate the need to consider boundary frame contribution in design of coupled SPSWs. In addition, sharing design shear between the infill plate and the boundary frame is more generally shown to not be detrimental if this sharing is done in the design stage based on elastic analysis and the resulting boundary frame provides adequate secondary strength and stiffness following infill plate yielding. Copyright © 2017 John Wiley & Sons, Ltd. 相似文献
943.
埃达克质岩的构造背景与岩石组合 总被引:5,自引:1,他引:5
本文介绍了埃达克质岩形成的构造背景与岩石组合。埃达克质岩可以形成于不同的构造背景并与不同类型的岩石同时出现:1)火山弧环境中常出现埃达克质岩一高镁安山岩-富Nb玄武质岩组合,它的形成可能与板片熔融以及熔体一地幔橄榄岩的相互作用有关;2)大陆活动碰撞造山带环境(如羌塘)中埃达克质岩常与同期钾质或橄榄玄粗质岩共生,这可能与俯冲陆壳熔融和俯冲陆壳熔体交代的地幔橄榄岩熔融有关;3)造山带伸展垮塌环境(如大别山)中埃达克质岩会伴随有镁铁质一超镁铁质岩浆出露,增厚下地壳产生埃达克质岩浆后的榴辉岩质残留体拆沉进入地幔,与地幔橄榄岩的混合可能形成后期镁铁质一超镁铁质岩浆的源区;4)大陆板内伸展环境中埃达克质岩常与同期橄榄玄粗质的岩石共生,增厚、拆沉下地壳,以及富集地幔的熔融或岩浆混合在岩石的成因中发挥了重要作用。 相似文献
944.
This paper considers the active vibration control of cables and cable/structure systems with an active tendon controlling the axial displacement of the cable anchor point. It is demonstrated that a force feedback based on a collocated force sensor measuring the tension in the cable is feasible and that this control configuration can be associated with control laws with guaranteed stability properties. Experimental results are presented on a cable with small sag and on a cable/structure system. They show that the control algorithm can provide the structure with several percent of active damping and that the parametric resonance does not occur when the natural frequency of the structure is twice that of the cable. 相似文献
945.
946.
对东昆仑喀雅克登塔格地区的辉长岩所进行的时代及地球化学研究发现,该辉长岩为早泥盆世,属钙碱性系列,有向富镁方向演化的特点,岩石稀土总量根据测试精度在28.9×10-6~154×10-6,(La/Yb)N比值大于1,在4.1~5.1之间,表现为岩石显轻稀土富集特征(LREE/HREE在3.52~5.60),岩石的Sm/Nd在0.23~0.25间,指示来源区可能与亏损地幔有关。δCe值在0.87~1.00,表现为负Ce异常,辉长岩来源于壳幔接合部位或富集型地幔源区.结合玄武岩构造环境判别图解可知,该辉长岩构造环境应是祁漫塔格加里东造山带造山后伸展环境下的产物。 相似文献
947.
Measuring and forecasting recruitment are central to the understanding and management of fish stocks. Kainge et al. (2013) studied the effect of spawning stock size and environmental fluctuations on the recruitment levels of the Cape hake Merluccius capensis in Namibia. However, their study contains some flaws that undermine the conclusion that Cape hake recruitment is under the influence of upwelling in summer. Until those flaws are properly addressed, this conclusion, in our view, should be treated with caution. 相似文献
948.
Control of wind strength and frequency in the Aral Sea basin during the late Holocene 总被引:1,自引:0,他引:1
Philippe Sorrel Hedi Oberhnsli Nikolaus Boroffka Danis Nourgaliev Peter Dulski Ursula Rhl 《Quaternary Research》2007,67(3):371-382
Changing content of detrital input in laminated sediments traced by XRF scanning and microfacies analyses reflect prominent variations in sedimentation processes in the Aral Sea. A high-resolution record of titanium from a core retrieved in the northwestern Large Aral Sea allows a continuous reconstruction of wind strength and frequency in western Central Asia for the past 1500 yr. During AD 450–700, AD 1210–1265, AD 1350–1750 and AD 1800–1975, detrital inputs (bearing titanium) are high, documenting an enhanced early spring atmospheric circulation associated with an increase in intensity of the Siberian High pressure system over Central Asia. In contrast, lower titanium content during AD 1750–1800 and AD 1980–1985 reflects a diminished influence of the Siberian High during early spring with a reduced atmospheric circulation. A moderate circulation characterizes the time period AD 700–1150. Unprecedented weakened atmospheric circulation over western Central Asia are inferred during ca. AD 1180–1210 and AD 1265–1310 with a considerable decrease in dust storm frequency, sedimentation rates, lamination thickness and detrital inputs (screened at 40-μm resolution). Our results are concurrent with changes in the intensity of the Siberian High during the past 1400 yr as reported in the GISP2 Ice Core from Greenland. 相似文献
949.
Unsteady response of an ice cover in a channel with vertical walls is studied for large times. The ice deflection is caused by a load moving along the frozen channel at a constant speed. The ice cover is modelled as a thin elastic plate clamped to the walls of the channel. The time-dependent problem is solved by using the Fourier transform along the channel and the method of separating variables. In the system moving along the channel together with the load, the large-time deflection of the ice cover consists of steady deflection and standing waves in front and behind the load. The number of waves, their frequencies and wavenumbers depend on the speed of the load and the values of the critical speeds for the channel. The number of the waves and their amplitudes are calculated for a given load and its speed. The maximum stress in the ice as a function of the load speed is estimated. 相似文献
950.