全文获取类型
收费全文 | 1977篇 |
免费 | 396篇 |
国内免费 | 620篇 |
专业分类
测绘学 | 48篇 |
大气科学 | 92篇 |
地球物理 | 1010篇 |
地质学 | 1229篇 |
海洋学 | 350篇 |
天文学 | 11篇 |
综合类 | 89篇 |
自然地理 | 164篇 |
出版年
2024年 | 7篇 |
2023年 | 18篇 |
2022年 | 46篇 |
2021年 | 75篇 |
2020年 | 76篇 |
2019年 | 103篇 |
2018年 | 94篇 |
2017年 | 89篇 |
2016年 | 80篇 |
2015年 | 110篇 |
2014年 | 121篇 |
2013年 | 115篇 |
2012年 | 128篇 |
2011年 | 171篇 |
2010年 | 130篇 |
2009年 | 126篇 |
2008年 | 154篇 |
2007年 | 169篇 |
2006年 | 168篇 |
2005年 | 138篇 |
2004年 | 140篇 |
2003年 | 107篇 |
2002年 | 99篇 |
2001年 | 56篇 |
2000年 | 73篇 |
1999年 | 63篇 |
1998年 | 50篇 |
1997年 | 45篇 |
1996年 | 50篇 |
1995年 | 38篇 |
1994年 | 31篇 |
1993年 | 30篇 |
1992年 | 17篇 |
1991年 | 20篇 |
1990年 | 15篇 |
1989年 | 18篇 |
1988年 | 5篇 |
1987年 | 8篇 |
1986年 | 6篇 |
1985年 | 2篇 |
1978年 | 2篇 |
排序方式: 共有2993条查询结果,搜索用时 15 毫秒
71.
72.
模拟试验法确定桩基承载力 总被引:3,自引:0,他引:3
通过室内中型剪切摩擦试验确定桩与地层间的C、Φ值,依据莫尔—库仑准则确定桩侧摩阻力。桩侧法向应力采用桩土上部荷载引起的作用于桩身的侧向应力,桩端承载力通过室内三轴试验确定,两者之和即为单桩承载力。该方法用于肇源松花江大桥桩基承载力的测试,得出的桩承载力与实测值吻合较好,取得了预期的效果。 相似文献
73.
Field vibration mitigation by honeycomb WIB for pile foundations of a high-speed train viaduct 总被引:5,自引:0,他引:5
Environmental vibrations from recent high-speed trains are becoming a special concern in the civil and environmental engineering field since they can give detrimental effects to residents, sensitive equipments and high-tech production facilities in the vicinity of train tacks. Herein, aiming at the vibration mitigation for a specific high-tech industrial area, the low-frequency vibrations from a train viaduct are targeted over an anticipated range. A theoretically designed innovative countermeasure, called honeycomb wave impeding barrier (WIB) for a wave impeding barrier, is introduced and its effects are investigated by computer simulation. The present WIB is based on the wave dispersion phenomenon that can modulate the incoming wavelengths into the shorter wavelengths, creating an apparent wave cut-off characteristic in the wave field across WIB installation area. The shorter wavelengths are further impeded due to the impedance ratio of the WIB walls and in-fill materials and absorbed by the in-fills more. The three-dimensional FEM simulation demonstrates a dramatic reduction effect that is difficult to achieve by conventional measures. 相似文献
74.
Ali Kahriman 《Soil Dynamics and Earthquake Engineering》2004,24(11):887-892
The aim of this study is to predict peak particle velocity level at a limestone quarry located in Istanbul, Turkey. The ground vibration components were measured for 73 blast events during the bench blast optimization studies during a long period. In blasting operations; ANFO (blasting agent), gelatine dynamite (priming) and NONEL detonators (firing) were used as explosives at this site. Parameters of scaled distance (charge quantity per delay and the distance between the source and the station) were recorded carefully and the ground vibration components were measured by means of vibration monitors for every event. Then, the data pairs of scaled distance and particle velocity were analyzed. The equation of scaled distance extensively used in the literature was taken into consideration for the prediction of peak particle velocity. At the end of statistical evaluations, an empirical relationship with good correlation was established between peak particle velocity and scale distance for this site. The established relationship and the results of the study are presented. 相似文献
75.
A coherency function model of ground motion at base rock corresponding to strike-slip fault 总被引:2,自引:0,他引:2
IntroductionEarthquakedamagesurveyandresearchresultshavedemonstratedthatspatialdistributiondifferenceofgroundmotionisoneoftheimportantreasonswhichcausedlongstructure(eglongspanbridge,undergroundpipe)destroy.Thathowtoprovideareasonableinputofgroundmotionfieldforaseismicdesignoflongstructureisaurgentprobleminearthquakeengineeringfield.Atpresent,themethodtostudyspatialvariationofgroundmotionsisadoptingstatisticanalysisbasedondensearrayrecordssuchasSMART-1array,etc,togetcoherencyfunctionofground… 相似文献
76.
Two models are tested on a shake‐table. One of the models is a normal reinforced concrete megaframe structure and the other is a multifunctional vibration‐absorption reinforced concrete megaframe structure in which the laminated rubber bearings are placed between the major frame and the minor frames. Two earthquake motions (the El Centro wave and the Taft wave) are used during the test. This paper presents the dynamic characteristic, the seismic responses and the failure mechanism of these two models under varying peak acceleration levels for each of the earthquake motions. The test results demonstrate that the aseismic behavior of a multifunctional vibration‐absorption reinforced concrete megaframe structure is much better than that of a normal reinforced concrete megaframe structure. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
77.
The dynamic behaviour of two curved cable‐stayed bridges, recently constructed in northern Italy, has been investigated by full‐scale testing and theoretical models. Two different excitation techniques were employed in the dynamic tests: traffic‐induced ambient vibrations and free vibrations. Since the modal behaviour identified from the two types of test are very well correlated and a greater number of normal modes was detected during ambient vibration tests, the validity of the ambient vibration survey is assessed in view of future monitoring. For both bridges, 11 vibration modes were identified in the frequency range of 0ndash;10Hz, being a one‐to‐one correspondence between the observed modes of the two bridges. Successively, the information obtained from the field tests was used to validate and improve 3D finite elements so that the dynamic performance of the two systems were assessed and compared based on both the experimental results and the updated theoretical models. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
78.
The evaluation of the fundamental period of shear wall buildings considering the flexibility of the base is investigated in this paper. This research is motivated by the discrepancy reported between the formulas used in different building codes and the measurement of real buildings. Both experimental and analytical approaches are used to assess the effect of the base flexibility on the fundamental period of shear wall structures. In total, twenty buildings built on different types of soil are tested under ambient vibration. The fundamental period is identified using a non‐parametric linear model in the frequency domain. The results show that fundamental period formulas used by UBC‐97 and NBCC‐95 are inadequate since they do not include the effect of the foundation stiffness. To improve the estimation of the fundamental period of shear wall buildings, an analytical approach is presented. The structure and the foundation are represented by a continuous‐discrete system. The stiffnesses of the base are represented by translational and rotational discrete springs. The rigidities of these springs are evaluated from the elastic uniform compression of the soil mass and the size of the foundation. The analytical predictions improve the estimation of the fundamental period and keep the computation simple. The error between the measured period and the analytical results is, on average, less than 10%. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献
79.
80.
时域瞬变场电磁场有限差分法 总被引:1,自引:2,他引:1
模拟电磁场在地下介质中的传播规律是理解地下介质响应的重要手段,直接应用有限差分法在时间域对二维、三维瞬变场进行数值分析是一种有效方法。应用反映电磁场基本规律的麦克斯韦方程组,导出时域场量的齐次扩散方程,对所研究的空间区域作差分离散,源作为初始条件加入,采用合适的边界条件,利用差分方程进行计算,从而得到场量的数值结果,展现瞬变场在地下随时间扩散的全过程,对电磁场的瞬态响应有更加直观的了解。 相似文献