全文获取类型
收费全文 | 9639篇 |
免费 | 2966篇 |
国内免费 | 1798篇 |
专业分类
测绘学 | 501篇 |
大气科学 | 998篇 |
地球物理 | 5028篇 |
地质学 | 4745篇 |
海洋学 | 974篇 |
天文学 | 460篇 |
综合类 | 379篇 |
自然地理 | 1318篇 |
出版年
2024年 | 20篇 |
2023年 | 68篇 |
2022年 | 209篇 |
2021年 | 276篇 |
2020年 | 371篇 |
2019年 | 524篇 |
2018年 | 675篇 |
2017年 | 733篇 |
2016年 | 753篇 |
2015年 | 749篇 |
2014年 | 789篇 |
2013年 | 1064篇 |
2012年 | 804篇 |
2011年 | 801篇 |
2010年 | 623篇 |
2009年 | 590篇 |
2008年 | 620篇 |
2007年 | 579篇 |
2006年 | 577篇 |
2005年 | 545篇 |
2004年 | 463篇 |
2003年 | 427篇 |
2002年 | 372篇 |
2001年 | 312篇 |
2000年 | 336篇 |
1999年 | 192篇 |
1998年 | 159篇 |
1997年 | 147篇 |
1996年 | 108篇 |
1995年 | 85篇 |
1994年 | 86篇 |
1993年 | 97篇 |
1992年 | 61篇 |
1991年 | 58篇 |
1990年 | 24篇 |
1989年 | 32篇 |
1988年 | 18篇 |
1987年 | 18篇 |
1986年 | 7篇 |
1985年 | 9篇 |
1984年 | 6篇 |
1983年 | 4篇 |
1981年 | 3篇 |
1980年 | 1篇 |
1979年 | 1篇 |
1978年 | 2篇 |
1977年 | 3篇 |
1971年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有10000条查询结果,搜索用时 31 毫秒
961.
Approximate incremental dynamic analysis using the modal pushover analysis procedure 总被引:2,自引:0,他引:2
Incremental dynamic analysis (IDA)—a procedure developed for accurate estimation of seismic demand and capacity of structures—requires non‐linear response history analysis of the structure for an ensemble of ground motions, each scaled to many intensity levels, selected to cover the entire range of structural response—all the way from elastic behaviour to global dynamic instability. Recognizing that IDA of practical structures is computationally extremely demanding, an approximate procedure based on the modal pushover analysis procedure is developed. Presented are the IDA curves and limit state capacities for the SAC‐Los Angeles 3‐, 9‐, and 20‐storey buildings computed by the exact and approximate procedures for an ensemble of 20 ground motions. These results demonstrate that the MPA‐based approximate procedure reduces the computational effort by a factor of 30 (for the 9‐storey building), at the same time providing results to a useful degree of accuracy over the entire range of responses—all the way from elastic behaviour to global dynamic instability—provided a proper hysteretic model is selected for modal SDF systems. The accuracy of the approximate procedure does not deteriorate for 9‐ and 20‐storey buildings, although their dynamics is more complex, involving several ‘modes’ of vibration. For all three buildings, the accuracy of the MPA‐based approximate procedure is also satisfactory for estimating the structural capacities for the limit states of immediate occupancy, collapse prevention, and global dynamic instability. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
962.
The scaled boundary finite‐element method has been developed for the dynamic analysis of unbounded domains. In this method only the boundary is discretized resulting in a reduction of the spatial dimension by one. Like the finite‐element method no fundamental solution is required. This paper extends the scaled boundary finite‐element method to simulate the transient response of non‐homogeneous unbounded domains with the elasticity modulus and mass density varying as power functions of spatial coordinates. To reduce the number of degrees of freedom and the computational cost, the technique of reduced set of base functions is applied. The scaled boundary finite‐element equation for an unbounded domain is reformulated in generalized coordinates. The resulting acceleration unit‐impulse response matrix is obtained and assembled with the equation of motion of standard finite elements. Numerical examples of non‐homogeneous isotropic and transversely isotropic unbounded domains demonstrate the accuracy of the scaled boundary finite‐element method. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
963.
Numerical and analytical solutions are presented for the elastic and inelastic response of single‐degree‐of‐freedom yielding oscillators to idealized ground acceleration pulses. These motions are typical of near‐fault earthquake recordings generated by forward rupture directivity and may inflict damage in the absence of substantial structural strength and ductility capacity. Four basic pulse waveforms are examined: (1) triangular; (2) sinusoidal; (3) exponential; and (4) rectangular. In the first part of the article, a numerical study is presented of the effect of oscillator period, strength, damping, post‐yielding stiffness and number of excitation cycles, on inelastic response. Results are presented in the form of dimensionless graphs and regression formulas that elucidate the salient features of the problem. It is shown that conventional R–µ relations may significantly underestimate ductility demand imposed by near‐fault motions. The second part of the article concentrates on elastic‐perfectly plastic oscillators. Closed‐form solutions are derived for post‐yielding response and associated ductility demand. It is shown that all three ground motion histories (i.e. acceleration, velocity, and displacement) control oscillator response—contrary to the widespread view that ground velocity alone is of leading importance. The derived solutions provide insight on the physics of inelastic response, which is often obscured by the complexity of numerical algorithms and actual earthquake motions. The model is evaluated against numerical results from near‐field recordings. A case study is presented. Copyright © 2006 John Wiley & Sons, Ltd. 相似文献
964.
EH-4电导率成像系统的特点及其在金属矿勘探中的应用 总被引:10,自引:0,他引:10
EH-4电导率成像系统是一种混场源频率域电磁观测系统,具有轻便、高效、勘探深度大、分辨率高的特点。通过在块状硫化物铜矿、斑岩铜矿已知矿区的试验研究,证实EH-4系统在这两种矿床类型的隐伏-半隐伏金属矿勘探中有较好的找矿效果。 相似文献
965.
土壤环境中砷元素的生态效应 总被引:1,自引:0,他引:1
论述了各环境介质中砷元素的分布特点,指出土壤第Ⅱ环境中的砷主要来源于人为活动。砷主要富集于土壤表层,且主要以稳定矿物形式存在;但当土壤砷总量高时其可溶性砷量亦相应高,砷在土壤中易形成Fe、Al、Ca型砷化物而被固定;当土壤pH值增高至中性或碱性时,砷易转化为迁移能力更强、毒性更大的三价砷。砷对作物、人体生态系统危害作用明显,砷通过蔬菜对人体的危害甚于谷物,应采取有效措施防治土壤中砷污染。 相似文献
966.
从差异波形特征的角度出发,分析时移地震差异波形特征与砂泥岩互层油藏中油层速度变化的关系.通过建立由5层地层组成的楔形地质模型,运用褶积公式及时移地震求差公式,得到泥岩速度为2 400 m/s和砂岩速度为2 700 m/s条件下,互层中砂岩速度变化±150 m/s的时移地震响应.研究结果表明砂泥岩互层的差异波形是一个多峰复合波,泥岩夹层的厚度是决定差异波形特征的一个主要因素,并且存在一个临界值,即四分之一主波长;如果泥岩夹层的厚度小于这一临界值,就会发生遮掩效应,即顶部油层的时移地震响应可以掩盖中、下部油层的时移地震响应. 相似文献
967.
地下水在引发边坡病害中的作用 总被引:1,自引:0,他引:1
人们普遍认为由于地下水的浸泡降低滑带土的抗剪强度值是导致边坡失稳的内部机制。文章以云南元磨公路边坡为实例,对其进行了探究,发现病害边坡主要滑带土的天然含水量与其剪切试验所得的内聚力和内摩擦角之间并没有明显的线性关系。于是,文章采用极限平衡方程从理论上论述了地下水在边坡失稳过程中的力学作用,并对比边坡开挖前后入渗系数值的变化幅度,揭示出工程活动与降雨共同对边坡破坏的作用机制。 相似文献
968.
969.
对吉林省2005年春季(4月19--22日)罕见的降水天气过程在大尺度环流形势、物理条件分析的基础上,重点对其逐时自动站风场资料进行分析,结果表明利用逐时自动站风场分析的中尺度切变对强降水落区、降水强度和强降水发生的时间都具有很好的指示意义;中尺度切变的形成也与地形条件有关。 相似文献
970.