全文获取类型
收费全文 | 6345篇 |
免费 | 1828篇 |
国内免费 | 732篇 |
专业分类
测绘学 | 192篇 |
大气科学 | 719篇 |
地球物理 | 2701篇 |
地质学 | 3119篇 |
海洋学 | 580篇 |
天文学 | 676篇 |
综合类 | 337篇 |
自然地理 | 581篇 |
出版年
2024年 | 14篇 |
2023年 | 55篇 |
2022年 | 163篇 |
2021年 | 197篇 |
2020年 | 171篇 |
2019年 | 313篇 |
2018年 | 359篇 |
2017年 | 448篇 |
2016年 | 501篇 |
2015年 | 499篇 |
2014年 | 561篇 |
2013年 | 597篇 |
2012年 | 452篇 |
2011年 | 450篇 |
2010年 | 461篇 |
2009年 | 348篇 |
2008年 | 382篇 |
2007年 | 298篇 |
2006年 | 215篇 |
2005年 | 205篇 |
2004年 | 154篇 |
2003年 | 199篇 |
2002年 | 186篇 |
2001年 | 189篇 |
2000年 | 199篇 |
1999年 | 181篇 |
1998年 | 126篇 |
1997年 | 143篇 |
1996年 | 132篇 |
1995年 | 115篇 |
1994年 | 108篇 |
1993年 | 86篇 |
1992年 | 78篇 |
1991年 | 61篇 |
1990年 | 55篇 |
1989年 | 46篇 |
1988年 | 41篇 |
1987年 | 15篇 |
1986年 | 26篇 |
1985年 | 15篇 |
1984年 | 11篇 |
1983年 | 16篇 |
1982年 | 8篇 |
1981年 | 10篇 |
1980年 | 6篇 |
1978年 | 2篇 |
1977年 | 2篇 |
1975年 | 2篇 |
1969年 | 1篇 |
1958年 | 1篇 |
排序方式: 共有8905条查询结果,搜索用时 15 毫秒
121.
Energy serves as an alternative index to response quantities like force or displacement to include the duration‐related seismic damage effect. A procedure to evaluate the absorbed energy in a multistorey frame from energy spectra was developed. For low‐ to medium‐rise frames, it required a static pushover analysis of the structure to determine the modal yield force and ductility factor of an equivalent single‐degree‐of‐freedom system for the first two modes. The energy spectra were then used to determine the energy contribution of each mode. A procedure was also developed to distribute the energy along the frame height based on energy shapes. This study showed that the second‐mode response in some cases needs to be considered to reflect the energy (or damage) concentration in the upper floors. Copyright © 2002 John Wiley & Sons, Ltd. 相似文献
122.
The Vincent Thomas Bridge in the Los Angeles metropolitan area, is a critical artery for commercial traffic flow in and out of the Los Angeles Harbor, and is at risk in the seismically active Southern California region, particularly because it straddles the Palos Verdes fault zone. A combination of linear and non‐linear system identification techniques is employed to obtain a complete reduced‐order, multi‐input–multi‐output (MIMO) dynamic model of the Vincent Thomas Bridge based on the dynamic response of the structure to the 1987 Whittier and 1994 Northridge earthquakes. Starting with the available acceleration measurements (which consists of 15 accelerometers on the bridge structure and 10 accelerometers at various locations on its base), an efficient least‐squares‐based time‐domain identification procedure is applied to the data set to develop a reduced‐order, equivalent linear, multi‐degree‐of‐freedom model. Although not the main focus of this study, the linear system identification method is also combined with a non‐parametric identification technique, to generate a reduced‐order non‐linear mathematical model suitable for use in subsequent studies to predict, with good fidelity, the total response of the bridge under arbitrary dynamic environments. Results of this study yield measurements of the equivalent linear modal properties (frequencies, mode shapes and non‐proportional damping) as well as quantitative measures of the extent and nature of non‐linear interaction forces arising from strong ground shaking. It is shown that, for the particular subset of observations used in the identification procedure, the apparent non‐linearities in the system restoring forces are quite significant, and they contribute substantially to the improved fidelity of the model. Also shown is the potential of the identification technique under discussion to detect slight changes in the structure's influence coefficients, which may be indicators of damage and degradation in the structure being monitored. Difficulties associated with accurately estimating damping for lightly damped long‐span structures from their earthquake response are discussed. The technical issues raised in this paper indicate the need for added spatial resolution in sensor instrumentation to obtain identified mathematical models of structural systems with the broadest range of validity. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
123.
124.
Shifeng Dai Xiaoqiang Hou Deyi Ren Yuegang Tang 《International Journal of Coal Geology》2003,55(2-4):139-150
The chemical composition of pyrite in coal can be used to investigate its geological and mineralogical origin. In this paper, high-resolution time-of-flight secondary ion mass spectrometry (TOF-SIMS) was used to study the chemical composition of various pyrite forms in the No. 9 coal seam (St,d=3.46%) from the Wuda Coalfield, Inner Mongolia, northern China. These include bacteriogenic, framboidal, massive, cell-filling, fracture-filling, and nodular pyrites. In addition to Fe+ (54Fe+, 56Fe+, 57Fe+), other fragment ions were detected in bacteriogenic pyrites, such as 27Al+, Si+ (28Si+, 29Si+, 30Si+), 40Ca+, Cu+ (63Cu+, 65Cu+), Zn+ (64Zn+, 66Zn+, 67Zn+, 68Zn+), Ni+ (58Ni+, 60Ni+, 62Ni+), and C3H7+. TOF-SIMS images show bacteriogenic pyrites are relatively rich in Cu, Zn, and Ni, suggesting that bacteria probably play an important role in the enrichment of Cu, Zn, and Ni during their formation. Intense positive secondary ion fragments from framboidal aggregates, such as 27Al+, 28Si+, 29Si+, AlO+, CH2+, C3H3+, C3H5+, and C4H7+, indicate that formation of the framboidal aggregates may have occurred together with clay mineral and organic matter, which probably serve as the binding substance. The intense ions of 28Si+ and 27Al+ from massive pyrites also suggest that their pores incorporated clay minerals during crystallization. Together with the lowest 28Si+/23Na+ value, the intense organic positive secondary ion peaks from cell-filling pyrites, such as C3H3+, C3H5+, C3H7+, and C4H7+, indicate that pyrite formation may have accompanied dissolution or disintegration of the cell. The intense P+ peak was observed only in the fracture-filling pyrite and the highest 28Si+/23Na+ value of fracture-filling pyrite reflects its epigenetic origin. Together with XRD and REEs data, the stronger 40Ca+ in nodular pyrite than other pyrite forms shows seawater influence during its formation. 相似文献
125.
ZhangBingshan TangLiangjie JinZhijun DaiJunsheng ZhangMingli ZhangBingshan 《中国地质大学学报(英文版)》2003,14(1):65-72
The purpose of this paper is to analyze the regional fault systems of Qaidam basin and ad-jacent orogenic belts. Field investigation and seismic interpretation indicate that five regional fault sys-tans occurred in the Qaidam and adjacent nment.qin belts, controlling the development and evolution of the Qaidam basin. These fault systems are: (1)north Qaidam-Qilian Mountain fault system; (2) south Qaidam-East Kunhm Mountain fault system;(3)Altun strike-slip fault system; (4) Elashan strike-slip fault system, and (5) Gansen-Xiaochaidan fault system. It is indicated that the fault systems controlled the orientation of the Qaidam basin, the formation and distribution of secondary faults within the basin,the migration of depocenters and the distribution of hydrocarbon accmnulation belt. 相似文献
126.
2002年南海季风建立及其雨带变化的天气学研究 总被引:12,自引:1,他引:12
利用南海海 气通量观测试验资料结合NCEP ,GPCP以及GMS - 5云图资料 ,综合分析了 2 0 0 2年 5~ 6月南海西南季风建立过程及其雨带变化 ,确定 5月 14日西沙及北部海区西南季风爆发 ,5月 15日整个南海季风爆发 ,季风爆发时间属于正常年 ;季风爆发时风向、风速、云量、降水、湿度、辐射及海面温度等要素都发生突变。这种突变是由大气环流的突变造成的。季风爆发前后大气环流变化过程是 :80~ 90°E越赤道气流加强 ,同时印缅低压加深 ,孟加拉湾南北向气压梯度增大 ,而后东亚大陆上气旋发展东移 ,副热带高压东撤 ,孟加拉湾低压槽前的赤道西风突然加强越过中南半岛 ,南海北部首先出现强西南风 ,继而南海季风迅速地全面爆发。孟加拉湾西南风加强到南海季风爆发是一个连续的过程 ,大陆冷空气南下起了重要的作用。南海季风爆发时呈现单雨带型 ,而后由单雨带型转变为双雨带型 ,雨带受副热带高压和季风系统共同影响 ,并且随着副热带高压移动位置变化。 相似文献
127.
四川地区强震发生条件的综合分析 总被引:2,自引:0,他引:2
根据发震断层的时代,发震构造的应力和几何结构条件,对四川地区的强震发生条件进行了综合分析,结果表明,四川地区孕育和发生强震的断层主要晚更新世以来,特别是全新世以来活动的断裂;强震多发生在主压力方向与断层交角成30°~60°之间的最危险滑动角值范围,走滑断层的斜列状结构,断裂的交叉结构,断裂的枢纽结构,断裂上的弯曲,转折部位以及断裂带上的横向隆起,拗陷及其交接部位都是发震构造的结构特征,有利于强震的 相似文献
128.
中强地震前山东地下流体地震前兆模糊分维特征研究 总被引:6,自引:0,他引:6
采用模糊集理论与分形理论相结合的模糊分维方法,计算山东地下流体在1983年菏泽5.9级地震和1995年苍山5.2级地震前的变化。分析结果认为,模糊分维值反映了地震前兆时序观测资料的结构变化特征,具有一定的物理意义,为从复杂的地下流体前兆观测值中提取地震异常信息提供了新的方法,但对某些台、测项而言、必须具体分析其模糊分维变化特征及其震前异常变化特征。 相似文献
129.
130.
本文考虑液固耦联及底板几何非线性与土壤弹性,建立了液-固-土耦合的储液罐翘离分析力学模型。算例表明,恢复力矩与翘离角之间的关系可以表达为分段线性,翘离将使地震响应增大。 相似文献