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排序方式: 共有1254条查询结果,搜索用时 15 毫秒
991.
对硬包体模型进行了三维弹塑性有限元分析。随着载荷的不断增加,探讨了位移场、应力场和可恢复的弹性变形势能场。所得结果对研究孕震过程、前兆机制等有一定价值  相似文献   
992.
763长周期地震仪具有频带宽、动态特性好、摆的零位稳定性好等优点,已取代了SK基式地震仪,成为我国基准地震台网的主要测震仪器,因此,如何确保763观测系统的稳定性,就显得更加重要。泉州地震台在基建项目完成后,对停机两年多的763地震仪重新进行了清理和...  相似文献   
993.
The Crust-Mantle Structure in Zhangbei-Shangyi Earthquake Area   总被引:4,自引:0,他引:4  
The seismic data obtained from the wide angle reflection and refraction profiles that pass through Zhangjiakou area of Hebei Province were interpreted. Some conclusions drawn from the result are as follows: (1) The nearly EW-trending Zhangbei-Chongli crustal fault zone and WNW-trending Zhangjiakou-Bohai Sea deep crustal fault zone meet in the Zhangbei earthquake (Ms = 6.2) area; (2) At the intersection, the two deep crustal fault zones that stretch to the Moho and the discontinuities of interfaces within the crust form the path for large area basalt eruption in Hannuoba; (3) In the earthquake area, the local velocity reversal in the middle-upper crust and abnormal low velocity zone in the lower crust imply that the magmatic activity there is still fairly violent; and (4) The recent activity of Zhangjiakou-Bohai Sea deep crustal fault zone may be the main cause of the Zhangbei earthquake.  相似文献   
994.
Adverse geologies are often encountered during tunnel construction, which could seriously endanger the construction. To ensure the safety, it is essential to detect adverse geologies and their water‐bearing situation ahead the tunnel face. Ground‐penetrating radar is a suitable instrument, but the accurate interpretation of its detection results is difficult. In this paper, at first, an improved back projection imaging algorithm is proposed, which can make reflection waves closer to the real geological boundaries with few artificial clutters. And then, forward modelling of ground‐penetrating radar is carried out for typical adverse geologies, such as karst caves, faults, fractured rock masses, fracture network, and water‐bearing body. Their corresponding response features are obtained, accumulating experience for geological interpretation. The above two methods provide the basis for target identification and geological interpretation. In the last part, the application of the above two methods in several engineering cases are given, and their effectiveness is verified.  相似文献   
995.
During mid-May to early June 2016, a cold eddy and a warm eddy were captured on the continental slope of the northern South China Sea by the in situ measurements. A salty lens-shaped water mass in the subsurface layer existed in these two detected eddies, which indicated they had a Kuroshio water origin. The trajectories of the observed eddies from satellite altimeter data show that the cold eddy was generated in the central part of the Luzon Strait, while the warm eddy was formed southwest of Taiwan. The genesis of the cold eddy is related to a weak Kuroshio loop current, while that of the warm eddy is associated with a strong Kuroshio loop current. The warm eddy east of the Luzon Strait may trigger the Kuroshio from a leaping path to a looping path. During the evolution of these detected eddies, they had interactions with the Kuroshio and Luzon Gyre. Energy analysis from ocean reanalysis data showed that the baroclinic conversion between the cold eddy and the Kuroshio was stronger than that between the cold eddy and Luzon Gyre. During the eddy shedding stage, the warm eddy mainly acquired energy from the Kuroshio loop current through the baroclinic conversion.  相似文献   
996.
To investigate the vertical and horizontal impact of reservoir scale on the amplitude‐versus‐offset characteristics, we conduct seismic numerical simulations on models containing spatially confined lithologic units with different scales. We find that the reservoir scale has a nonlinear effect on the amplitude‐versus‐offset intercepts and gradients. As the reservoir width increases, amplitude‐versus‐offset intercept and gradient both first increase, then decrease, and finally remain stable. The amplitude‐versus‐offset intercept is maximum when the reservoir width is 80% larger than the Fresnel zone radius, whereas the amplitude‐versus‐offset gradient peaks at 1.5 times the Fresnel zone radius. Both amplitude‐versus‐offset intercept and gradient are approximately proportional to the reservoir width prior to reaching their maxima. When the lateral extent of the reservoir is more than three times the Fresnel zone radius, the amplitude‐versus‐offset attributes are constant. Modelling the reservoir thickness shows that intercept and gradient behave in a manner similar to that of tuning of thin beds. Both the amplitude‐versus‐offset intercept and gradient first increase and then decrease with the thickness, peaking at the tuning thickness. The thickness contribution to amplitude‐versus‐offset variations is negligible when the thickness is larger than 1.6 times of the tuning thickness. Considering the magnitude of the changes in amplitude‐versus‐offset intercept and gradient caused by reservoir scale, the width causes a maximum 433% intercept increase and a 344% gradient increase, whereas the thickness causes a maximum 100% intercept increase and a 73% gradient increase. Cross‐plotting the amplitude‐versus‐offset intercept and gradient shows the reservoir scale change gives rise to an anti‐clockwise spiraling effect. In conclusion, the lateral and vertical extents of the reservoir both play an important role in amplitude variation with offset. Our analysis shows that the lateral reservoir extent has a larger impact on the amplitude variation with offset than the vertical tuning effect.  相似文献   
997.
Improving seismic performance is one of the critical objectives in earthquake engineering. With the development of economy and society, reparability and fast resilience of a structure are becoming increasingly important. Reinforced concrete (RC) frame structure is prone to soft story mechanism. As a result, deformation and damage are so concentrated that reparability is severely hampered. Rocking wall provides an available approach for deformation control in RC frame by introducing a continuous component along the height. Previous researches mostly focus on seismic responses of rocking wall frame structures, while damage mode and reparability have not been investigated in detail. In this study, a novel infilled rocking wall frame (IRWF) structure is proposed. A half‐scaled IRWF model was designed according to Chinese seismic design code. The model was subjected to cyclic pushover testing up to structure drift ratio of 1/50 (amplitude 1/50), and its reparability was evaluated thereafter. Retrofit was implemented by wrapping steel plates and installing friction dampers. The retrofitted model was further loaded up to amplitude 1/30. The IRWF model showed excellent reparability and satisfactory seismic performance on deformation control, damage mode, hysteresis behavior, and beam‐to‐column joint rotation. After retrofitting, capacity of the model was improved by 11% with limited crack distribution. The model did not degrade until amplitude 1/30, due to shear failure in frame beams. The retrofit procedure was proved effective, and reparability of the IRWF model was demonstrated. Seismic resilience tends to be achieved in the proposed system.  相似文献   
998.
日本蟳的性腺发育和生殖周期   总被引:2,自引:0,他引:2  
对日本蟳(Charybdis japonica)的性腺发育、生殖周期、繁殖习性和性比等进行了研究。根据其性腺的组织学和外部形态特征,将卵巢发育分为6个发育期:形成期、小生长期、大生长期、成熟期、排放期和恢复期;将精巢发育分为5个发育期:形成期、生长期、成熟期、排放期和恢复期。根据成熟系数的周年变化规律并结合性腺组织切片的观察结果,认为在连云港海区的日本蟳性腺发育为1年1个周期,繁殖期为5~9月,交配产卵盛期在5月中旬~6月下旬(水温17.5~23.5℃)。日本蟳为分批产卵类型,但第二批卵的数量远少于第一批卵。雌、雄性腺发育基本同步,雄性发育略快,雌雄比约为1∶1。  相似文献   
999.
几种鲤鱼肌肉的一般营养成分及蛋白质氨基酸组成的比较   总被引:8,自引:0,他引:8  
分析了建鲤 ,黄河鲤 ,荷包红鲤 ,建鲤与黄河鲤、荷包红鲤的杂交种 ,人工复合三倍体鲤鱼肌肉营养成分 ,结果表明 ,人工复合三倍体鲤蛋白质含量 w为 18.2 9% ,每百克鱼肉中氨基酸总量为 17.64g,其中人体必需氨基酸含量为 8.56g,均为几种鲤中最高。建鲤蛋白质和氨基酸含量较高。建黄杂种 (建鲤♀×黄河鲤 )除蛋白质含量高于亲本外 ,其余指标均介于两亲本之间。可见三倍体鲤鱼比普通鲤鱼和杂交种营养成分含量高 ,肉味鲜美 ,能改善肉质 ,杂交和选育对肉质改良的作用可能不大。  相似文献   
1000.
如何预测地震滑坡道路可通行性空间分布是快速评估中的一个难题,为解决这一问题,本文提出一种基于MDT的地震滑坡道路可通行性空间分布快速评估方法。该方法包括3个步骤:(1)定制路段单元,将路段作为地震滑坡道路可通行性评估的基本单元,利用GIS将评估区内的道路划分成路段,制作每条路段两侧180m的缓冲区;(2)对路段进行地震滑坡属性赋值,统计各缓冲区范围内不同地震滑坡敏感性水平的像元数量,将统计结果作为对应路段的地震滑坡属性;(3)路段可通行性空间分布推断,利用MDT模型计算道路可通行性,最后进行地震滑坡道路可通行性空间分布制图。利用该方法对我国2008年汶川MS8.0、2014年鲁甸MS6.5和2012年彝良MS5.6、MS5.7地震灾区进行研究。其中,汶川地震灾区用来进行地震滑坡道路可通行性空间分布快速评估方法的建立和方法有效性的评价,鲁甸地震灾区和彝良地震灾区则用来对所建立方法在相似区域可移植性的评价。通过计算P值来检验模型的统计学显著性,并通过计算kappa值来评价模型反演结果与实际情况的一致性。...  相似文献   
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