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131.
Yoshinobu Tsuji Fumihiko Imamura Hideo Matsutomi Costas E. Synolakis Puspito T. Nanang Jumadi Satoshi Harada Se Sub Han Ken'ichi Arai Benjamin Cook 《Pure and Applied Geophysics》1995,144(3-4):839-854
A field survey of the June 3, 1994 East Java earthquake tsunami was conducted within three weeks, and the distributions of the seismic intensities, tsunami heights, and human and house damages were surveyed. The seismic intensities on the south coasts of Java and Bali Islands were small for an earthquake with magnitudeM 7.6. The earthquake caused no land damage. About 40 minutes after the main shock, a huge tsunami attacked the coasts, several villages in East Java Province were damaged severely, and 223 persons perished. At Pancer Village about 70 percent of the houses were swept away and 121 persons were killed by the tsunami. The relationship between tsunami heights and distances from the source shows that the Hatori's tsunami magnitude wasm=3, which seems to be larger for the earthquake magnitude. But we should not consider this an extraordinary event because it was pointed out byHatori (1994) that the magnitudes of tsunamis in the Indonesia-Philippine region generally exceed 1–2 grade larger than those of other regions. 相似文献
132.
笔者报告了23例化脓性脊柱炎。本文着重分析对比了X线平片和CT检查结果,通过分析对比,发现CT检查优于X线平片,并有助于对化脓性脊柱炎早期作出诊断。主要影像学表现:早期,软组织肿胀和脓肿形成,骨质呈虫蚀状破坏,随之破坏区周围出现增生硬化。CT还能发现炎块中的气块,晚期骨修复占优势,即骨质增生硬化,骨桥形成,最后可产生骨性融合。 相似文献
133.
高烈度区连续梁桥的减震设计方法研究 总被引:2,自引:1,他引:2
本文以高烈度区的某三跨连续梁桥为例,分别采用基础隔震和消能减震两种措施进行结构的减震分析;针对隔震结构减震效果好但主梁位移过大的特点,提出了在采用铅芯橡胶隔震支座的同时设置粘滞阻尼器的减震方案,其非线性时程分析结果表明,该方案能有效地降低结构的地震反应,可供工程实践参考。 相似文献
134.
大跨度斜拉桥变形监测研究 总被引:16,自引:0,他引:16
系统地介绍现代大跨度桥梁变形监测的内容、变形监测的方案与资料分析,结合武汉长江二桥的监测实践,指出利用现代测量仪器和技术,如GPS定位系统、测量机器人等不仅完全可以满足大跨度桥梁管理部门提出的要求,而且还可以提高测量速度,其测量成果也具有很高的精度。 相似文献
135.
用综合物探方法对黎川大桥桥基隐伏异常地质体的研究 总被引:1,自引:1,他引:1
熊章强 《华东地质学院学报》2002,25(2):113-116
运用地震反射波法、电阻率剖面法和电阻率测深法的综合勘察,对黎川大桥河西岩桥基的地质稳定性及隐伏异常地质体进行了研究。结果表明:河西岸桥台位置有长英岩脉存在,脉体SW侧比NE侧花岗岩风化更为严重。 相似文献
136.
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138.
单一的勘探手段很难适应高速公路基本建设对勘察设计的高水平、高质量和高效率的要求。将钻探、地震勘探、重力勘探、磁法勘探、电视测井、声波测井等勘探手段综合运用于武汉军山大桥地质勘察中,不但精确探明了桥墩处地层岩性的风化程度,裂隙的位置、产状、规模,岩石完整性等,准确提供了岩石的力学参数,而且缩短了勘察周期,降低了成本。 相似文献
139.
140.
The mechanical denudation rates of 81 large lake basins (lake area > 500 km2) were determined from long-term river loads and erosion maps. Using the drainage area/lake area ratios the mean sedimentation rates of the lakes were calculated for a porosity of 0.3. The mean sedimentation rates of different lake types vary between 0.1 mm/a (glacial lakes, lowland) and 5.4 mm/a (mostly sag basin lakes). The calculated lifetimes of the lakes are based on the lake volumes and mean sedimentation rates, assuming steady-state conditions and solely clastic material. On average, glacial lakes in highlands and fault-related lakes show the shortest lifetimes (c. 70 ka), glacial lakes in lowlands and rift lakes have the longest lifetimes (c. 1 Ma). Some lakes remain unfilled for very long time spans due to rapid subsidence of their basin floors. The calculated lifetimes are compared with those derived from sediment core studies. Most core studies indicate lower mechanical sedimentation rates than the calculated ones because a major part of the incoming sediment is trapped in deltas. However, a number of lakes (e.g., the Great Lakes of North America) show the opposite tendency which is largely caused by extensive shoreline erosion and resuspension. The lifetimes of large glacial lakes often exceed the duration of interglacials. Hence, their lifetimes are restricted by glaciation and not by sediment infill. Rift lakes persist for long time periods which exceed the calculated lifetimes in some cases. Time-dependent subsidence, basin extension, as well as the impact of climate change are briefly described. 相似文献