全文获取类型
收费全文 | 2273篇 |
免费 | 576篇 |
国内免费 | 1089篇 |
专业分类
测绘学 | 86篇 |
大气科学 | 21篇 |
地球物理 | 294篇 |
地质学 | 2580篇 |
海洋学 | 256篇 |
天文学 | 3篇 |
综合类 | 135篇 |
自然地理 | 563篇 |
出版年
2024年 | 6篇 |
2023年 | 34篇 |
2022年 | 89篇 |
2021年 | 120篇 |
2020年 | 119篇 |
2019年 | 146篇 |
2018年 | 138篇 |
2017年 | 103篇 |
2016年 | 136篇 |
2015年 | 178篇 |
2014年 | 162篇 |
2013年 | 166篇 |
2012年 | 201篇 |
2011年 | 193篇 |
2010年 | 167篇 |
2009年 | 233篇 |
2008年 | 179篇 |
2007年 | 205篇 |
2006年 | 234篇 |
2005年 | 193篇 |
2004年 | 194篇 |
2003年 | 126篇 |
2002年 | 101篇 |
2001年 | 90篇 |
2000年 | 107篇 |
1999年 | 79篇 |
1998年 | 61篇 |
1997年 | 50篇 |
1996年 | 39篇 |
1995年 | 21篇 |
1994年 | 23篇 |
1993年 | 15篇 |
1992年 | 12篇 |
1991年 | 8篇 |
1990年 | 2篇 |
1989年 | 3篇 |
1988年 | 2篇 |
1987年 | 2篇 |
1978年 | 1篇 |
排序方式: 共有3938条查询结果,搜索用时 218 毫秒
91.
Shintaro Yao Koichi Kobayashi Nozomu Yoshida Hiroshi Matsuo 《Soil Dynamics and Earthquake Engineering》2004,24(5):572-409
Shaking table tests were conducted by means of a large-scale laminar box with 4 m in length, 2 m in width and 2 m in height in order to investigate behavior of a soil-pile-superstructure system in liquefiable ground. A model two-storey structure, supported by a pile group, was set in a saturated sand deposit, and subjected to a sinusoidal base motion with increasing amplitude. Discussions are focused on the transient behavior until soil liquefaction occurs. Main interests are characteristics of springs used in a sway-rocking model and a multi-freedom lumped mass (MFLM) model that are frequently used in soil–pile interaction analysis. The spring constant in the sway-rocking model is represented by restoring force characteristics at the pile head, and that in the MFLM system is represented by an interaction spring connecting the pile to the free field. The transient state prior to soil liquefaction is shown to be important in the design of a pile because dynamic earth pressure shows peak response in this state. The reduction of the stiffness due to excess porewater generation and strain dependent nonlinear behavior is evaluated. 相似文献
92.
Introduction Through many year's practices by vast numbers of scientific and technological workers andefforts from all aspects, the dynamic testing method of high-low strain has formally entered intothe technical code of foundation pile test of construction at last (The Industry Standards of thePeople's Republic of China, 2003). The striking mode of the dynamic testing method of high strainis stipulated as hammer in the code, the striking of rocket can also be used. The latter is widely… 相似文献
93.
After the 1995 Kobe earthquake, the expressway structures in Japan were retrofitted and they will not now be seriously damaged under a certain level of strong earthquake motion. However, the stability of a moving vehicle has not been investigated yet. It has been reported that drivers feel seismically induced vibrations, especially in the transverse direction of vehicles. Owing to this phenomenon, drivers have some difficulty in controlling the vehicles during strong shaking. For further safety promotion of the expressway networks, it is important to understand the drivers' reactions to seismic motion. The present authors have performed a series of seismic response analyses of a moving vehicle to investigate its response characteristics based on numerical simulation. However, the responses of the driver were not considered in the simulation process. In order to investigate the drivers' reactions during an earthquake, a series of virtual tests were conducted using a driving simulator. This driving simulator has six servomotor‐powered electric actuators that control its motions. Several types of tests were carried out for different examinees to investigate drivers' responses while controlling the simulator under seismic motion. The results of this study showed that a larger response time lag to strong shaking and over turning of the steering wheel may shift the vehicle into the next lane. According to this finding, trafficaccidents could possibly occur under strong ground shaking in the case of heavy traffic. Copyright © 2004 John Wiley & Sons, Ltd. 相似文献
94.
介绍了应用探地雷达检测公路灌注碎石桩的基本方法,包括数据的采集、处理与解释,指出了探地雷达检测技术能够定性分析碎石桩的桩身完整性,并在公路工程实践中取得了良好的效果. 相似文献
95.
96.
97.
水泥土桩单桩荷载传递及临界桩长研究 总被引:7,自引:0,他引:7
将克拉夫-邓肯模型作为传递函数,对水泥土桩荷载传递规律及临界桩长进行了研究,描述了桩周摩阻力的分布及发展规律,并详细讨论了临界桩长的确定标准及各种因素对临界桩长的影响。结果表明,该方法是可行的,该方法同样适用于其它形式的柔性桩。 相似文献
98.
为选择合适的草炭土路基处理方法,通过理论分析,对工程实例中遇到的草炭土路基,拟定塑料排水板法和砂桩挤密法处理措施,并对两种方法的处理效果进行了对比。研究结果表明砂桩挤密法无论是从提高固结度,加快草炭土路基固结,还是减小工后沉降,保证路基运营稳定方面都要优于塑料排水板法。砂桩挤密法更适用于草炭土路基处理。 相似文献
99.
复合本构有限元法是一种新型的复合地基沉降数值计算方法.采用复合本构有限元和传统三维有限元两种计算模型,通过不同桩土模量比、置换率和桩长条件下复合地基沉降计算结果的比较,对复合本构有限元法的适应性进行了探讨. 相似文献
100.
地域分异是地球表层大小不等、内部具有一定相似性地段之间的相互分化以及由此产生的差异。为了研究不同区位土壤侵蚀问题,从土壤生态景观及系统论出发,运用地质学、地理学、景观生态学、环境学的理论和研究方法,研究湖北省土壤侵蚀景观空间格局及其驱动因子,使土壤侵蚀问题研究提高到一个新的水平。湖北省土壤侵蚀景观具有南北分带、东西分区,为一不对称的断块一环组合,土壤流呈现向长江、江汉盆地中心轴带辐聚、单流向特点。景观空间异质性形成的首要驱动因子是大地构造背景,以房县一襄樊一广济断裂带为界,南北两侧地壳物质组成和构造发展史存在较明显的差异,现代气候带、降雨量、温热程度及土地利用等差异,造成了湖北省区域土壤地理、土壤生态的分异,形成湖北省土壤生态带、区具有南北分带,东西分区的宏观格局;其次大兴安岭一武陵山深部构造陡变带两侧新构造运动强度差异、大别造山带构造强烈隆升,导致土壤侵蚀强度的西强东弱、南北强中间弱的态势;成土母岩差异性决定了土壤可蚀性的多变;空间上“土壤侵蚀内城区”分布在湖北省的周边地区,经济贫困、管理落后,这一地区的经济水平与水土流失间形成“自反馈作用”,这一现象在我国水土保持、生态建设工作中应该引起重视。 相似文献