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971.
ABSTRACTThe OMNI-Max anchors are newly developed dynamically installed anchors for deep water mooring systems. After installation, the anchor is keyed to a new orientation and position by tensing the attached mooring chain, which is known as the “keying process”. This study conducted 1g model tests to study the trajectories and capacity developments of OMNI-Max anchors in homogeneous and lightly overconsolidated (LOC) clays. A testing arrangement was designed to simulate the anchor keying process with a constant pullout angle at the mudline. A half model anchor which could move against the box glass was used to determine the anchor trajectory in the soil. The effects of padeye offset angle, uplift angle at the mudline, anchor fluke thickness, anchor initial embedment depth, and soil strength on the anchor trajectory and capacity were systematically investigated. Moreover, the critical uplift angle at the padeye and the anchor critical initial embedment depth were discussed. The results indicate that the anchor can dive both in homogeneous and LOC clays under certain conditions. A padeye offset angle of 24–30° is recommended for the OMNI-Max anchor to maintain high capacity and diving trend simultaneously. Besides, the anchor diving trend can be improved with small uplift angles at the mudline and with thick anchor flukes. A critical initial embedment depth of 1.3 times the anchor length is recommended to preclude the anchor from being pulled out. 相似文献
972.
973.
日本的防震减灾与震后救援概述 总被引:2,自引:0,他引:2
日本地处环太平洋地震带,1998-2007年,日本共发生震级为6.0以上的地震199次,约占全球同等规模地震总数961次的20.7%左右,但由其导致的灾害死亡人数仅占世界的9%(中国却占约30%)。他山之石,可以攻玉,中国和日本都是地震多发国家,比较而言,在国民防震减灾教育与震后救援,及日本人普遍能够从容面对地震灾害的日常习惯等方面,日本的做法及获得的经验,值得我国政府和社会公众两方面加以借鉴。 相似文献
974.
地震发生之后,在没有开展地震现场调查之前,迅速对地震造成的人员伤亡、直接经济损失等进行评估,对地震应急救援决策非常重要.本文叙述了基于宏观经济指标的地震灾害损失评估方法,根据我国1989——2004年地震现场灾害损失调查资料重新确定的地震易损性模型,给出了汶川8级大地震发生后依据估计的经验地震烈度图得到的地震损失快速评估结果,并与依据现场调查确定的地震烈度分布图给出的地震损失评估结果进行了比较.表明根据近20年我国实际地震震例确定的地震易损性模型具有较好的适用性,损失评估结果的最大不确定来自于对地震影响场的估计. 相似文献
975.
Wang Xiaoqing Wang Long Zhang Xihai Ding Xiang Qiu Hu Dong Yanfang DouAixia Zhang Feiyu Liu Zaitao 《中国地震研究》2009,23(4):392-401
The fast developing remote sensing techniques play an increasingly important role in earthquake emergency response, disaster survey and loss estimation. As there is a lack of quantitative studies on seismic damage based on remote sensing, its practicality in seismic disaster management has usually been questioned. The paper introduces the essential quantitative study idea, the concept of the remote sensing seismic damage index (DRS_I RS) and analysis models, demonstrates the seismic damage indices (DG_IC) of buildings obtained from ground surveying and its quantitative relation to DRS_I RS in Dujiangyan city, Sichuan Province, which was destroyed by the 2008 Wenchuan earthquake with M_S8.0. The primary results show that an obvious relationship exists between the DRS_I RS of buildings obtained from the high resolution satellite or aerial remote sensing images and DG_I C or the building collapse ratio obtained through ground survey, which suggests that the quantitative study on seismic damage based on remote sensing will provide an effective method for seismic damage survey and loss estimation. 相似文献
976.
977.
Evaluation and prediction of groundwater levels through specific model(s) helps in forecasting of groundwater resources. Among the different robust tools available, the Integrated Time Series (ITS) and Back-Propagation Artificial Neural Network (BPANN) models are commonly used to empirically forecast hydrological variables. Here, we discuss the modeling process and accuracy of these two methods in assessing their relative advantages and disadvantages based on Root Mean Squared Error (RMSE), Mean Absolute Error (MAE) and coefficient of efficiency (CE). The arid and semi-arid areas of western Jilin province of China were chosen as study area owing to the decline of groundwater levels during the past decade mainly due to overexploitation. The simulation results indicated that both ITS and BPANN are accurate in reproducing (fitting) the groundwater levels and the CE are 0.98 and 0.97, respectively. In the validation phase, the comparison of the prediction accuracy of the BPANN and ITS models indicated that the BPANN models is superior to the ITS in forecasting the groundwater levels time series in term of the RMSE, MAE and CE. 相似文献
978.
979.
龙木错—双湖—澜沧江板块缝合带位于青藏高原羌塘中部至藏东一带,相关研究将其厘定为冈瓦纳板块的北界,对探讨青藏高原早期形成与演化历史及区域资源勘查与评价有重要的地质意义.本文结合区域重磁数据、大地电磁数据对该缝合带地球物理特征进行分析论证.首先基于WGM2012全球重力场模型网格化数据,利用垂向一阶导数计算、构造增强滤波等处理方法,推测龙木错—双湖—澜沧江缝合带异常的空间分布.计算的区域莫霍面在缝合带南北两侧深度存在较大差异.重力数据及其处理结果论证了龙木错—双湖—澜沧江缝合带存在的可能性.其次,选取了龙木错—双湖—澜沧江缝合带中段双湖地区的高质量大地电磁数据进行反演解释,电阻率反演结果表明缝合带南北存在较大的电性差异,结合区域地质情况,推测缝合带是不同地质体的分界线.最后,对缝合带地球物理响应特征和地质认识进行了讨论.通过对地球物理数据分析处理,为进一步讨论缝合带形成提供了有利的科学依据. 相似文献
980.