全文获取类型
| 收费全文 | 122篇 |
| 免费 | 19篇 |
| 国内免费 | 8篇 |
专业分类
| 大气科学 | 13篇 |
| 地球物理 | 80篇 |
| 地质学 | 34篇 |
| 海洋学 | 18篇 |
| 综合类 | 1篇 |
| 自然地理 | 3篇 |
出版年
| 2024年 | 1篇 |
| 2023年 | 1篇 |
| 2022年 | 2篇 |
| 2021年 | 1篇 |
| 2020年 | 1篇 |
| 2019年 | 3篇 |
| 2018年 | 3篇 |
| 2017年 | 1篇 |
| 2016年 | 3篇 |
| 2015年 | 6篇 |
| 2014年 | 4篇 |
| 2013年 | 4篇 |
| 2012年 | 3篇 |
| 2011年 | 9篇 |
| 2010年 | 4篇 |
| 2009年 | 14篇 |
| 2008年 | 7篇 |
| 2007年 | 3篇 |
| 2006年 | 5篇 |
| 2005年 | 8篇 |
| 2003年 | 9篇 |
| 2002年 | 4篇 |
| 2001年 | 4篇 |
| 2000年 | 4篇 |
| 1999年 | 2篇 |
| 1998年 | 1篇 |
| 1997年 | 4篇 |
| 1996年 | 2篇 |
| 1995年 | 3篇 |
| 1994年 | 6篇 |
| 1993年 | 1篇 |
| 1992年 | 4篇 |
| 1991年 | 3篇 |
| 1988年 | 2篇 |
| 1986年 | 1篇 |
| 1984年 | 1篇 |
| 1983年 | 2篇 |
| 1978年 | 11篇 |
| 1977年 | 1篇 |
| 1954年 | 1篇 |
排序方式： 共有149条查询结果，搜索用时 31 毫秒
21.
高温高压岩石力学—历史,现状,展望 总被引：30，自引：2，他引：30
高温高压岩石力学是岩石力学的分支学科，它以固体地球介质（材料）的变形行为和机制为研究对象，与一般变形固体力学相比较，具有高温、高压、强约束、宽时域、大变形、以及固－液相互作用、物理效应－化学效应并存等特点。高温高压岩石力学是在经典连续介质力学的基础上，针对自身的特殊性，运用破裂学、摩擦学和流变学的研究成果，经过相当长时期的酝酿和积累，大致于本世纪七十年代建立并逐步发展起来的。它在岩石破裂、摩质力学 相似文献
22.
23.
Results of an experimental study on the effects of different concentrations of wash load on the size of bed features and resistance to flow in a laboratory flume are presented. The experiments were carried out under different hydraulic conditions in a 30 m long, 0.204 m wide and 0.5 m deep tilting flume under clear water condition and in the presence of different concentration of wash load in the flow. The bed material used consisted of uniform sediment of size 0.96 mm. Analysis of the data indicates that the characteristics of the bed features change and friction factor increases in the presence of different concentration of wash load in the flow. The reasons for changes in the characteristics of the bed features and increase in friction factor in the presence of wash load are identified and a relationship for predicting friction factor in the presence of wash load has been established. 相似文献
24.
地震破裂能否穿越断层阶区（stepover）引发更大震级的地震是震源动力学研究的重要内容.本文利用不连续变形体接触力学的动态有限单元方法,模拟断层阶区对地震破裂传播的控制作用.通过改变断层周边初始应力场、断层面上的摩擦本构关系以及断层阶区的间距大小来分析各个因素对破裂传播的影响,并定量分析产生这些影响的力学机制.模拟结果表明：断层面上的摩擦系数减小或断层周边区域内的初始剪应力增大,都将增加断层破裂跳跃阶区传播的可能性;此外,若断层阶区间距越小,断层破裂也越容易跳跃阶区传播.计算结果还显示：断层上的摩擦系数大、初始剪应力小、断层阶区间隔大,那么此阶区所在之处将可能是断层破裂的终止位置;相反,当断层面上的摩擦系数较小、初始剪应力较大、断层阶区间隔较小,破裂就容易穿越阶区而出现较大的地震.同时,从模拟结果可以看出,在发震断层破裂停止后,应力将继续向四周传播;当应力积累达到破裂极限时,触发断层阶区中的另一断层产生破裂,因此在破裂跳跃断层阶区的过程中存在一个时间延迟.最后,破裂能否跳跃断层阶区,可以利用库仑应力在空间的分布进行合理的解释. 相似文献
25.
研究了铁路连续梁拱组合体系桥梁的支座减、隔震设计.针对该桥梁的特点提出了摩擦摆支座减、隔震设计的原则与方法;建立全桥计算模型,采用非线性时程分析方法重点分析了摩擦摆支座的减、隔震效果.结果表明,采用摩擦摆支座可以显著地减小结构顺桥向的最大地震弯矩及拱顶变形,横桥向的减、隔震效果受输入地震动的影响很大. 相似文献
26.
27.
基于速率与状态依赖性摩擦本构关系理论框架,在热水条件下研究了角闪石断层泥的摩擦滑动性质并与闪长岩的另一种主要矿物斜长石的摩擦滑动性质进行了对比.摩擦实验是在三轴实验系统上完成,有效正应力200 MPa,孔隙压力30 MPa,并将加载速率在1.22 μm/s和 0.122 μm/s之间实施了切换.结果表明角闪石的摩擦系数均值为0.70±0.01,随着温度增加没有系统性的变化,整体低于斜长石的摩擦系数(0.75±0.01);计算与实验表明,角闪石和斜长石的摩擦系数的体积分数加权平均值与闪长岩的摩擦系数基本一致;角闪石在实验温度范围内(100～614 ℃)显示速率强化(a-b>0),与斜长石在整个温度范围内的速率弱化(a-b<0)正好相反;角闪石的速率依赖性在整个实验温度范围内无系统性的变化. 相似文献
28.
Juan M. Mayoral Yolanda AlbertoManuel J. Mendoza Miguel P. Romo 《Soil Dynamics and Earthquake Engineering》2009
The numerical simulation of an instrumented urban bridge support and its foundation system was conducted. The bridge works as a deck in a surface subway station and was built 12 yr ago in the so-called Lake Zone in Mexico City, where very soft clays, exhibiting low shear strength and high compressibility prevail. Since the beginning of its construction, pile loads, soil–raft contact pressures and the overall response of the foundation system have been monitored. Within this period, several earthquakes have occurred. Thus, an extensive database of accelerations, pore pressures and load histories have been recorded. In particular, this paper focuses on the bridge response observed during two moderated intensity events, the 2004, 6.3 Mw, Guerrero Coast and the 1999, 7.0 Mw, Tehuacan earthquakes. Finite element models were developed to reproduce the measured responses and to assess the soil–foundation-support performance for long-term conditions, including the effects of potential changes in the dynamic soil properties due to regional subsidence. The computed dynamic responses obtained with the simulation for the free field and structure compares fairly well with the recordings. 相似文献
29.
A rigid block sliding down an inclined plane under the action of gravity was monitored with accelerometers and an LVDT to investigate how the transition from static to kinetic friction develops. Once the transition patterns were identified, experiments were carried out to study the response of a dynamically excited rigid block sliding down the inclined plane of a shaking table. Harmonic time series were used as input motions. The laboratory results allowed the definition of a continuous friction law to model the continuous variation of the friction from its static to kinetic condition. This law was implemented into the commercial 3D distinct element code 3DEC to numerically reproduce the experiments carried out, thus validating the friction law. Afterwards, the friction law was used to evaluate the sliding due to the kinetics of the block. Three cases were analyzed: constant friction coefficient, Coulomb friction law and the proposed friction law. These computations were compared to laboratory measurements. It is found that permanent displacements computed by considering the new law are in better agreement with laboratory measurements. 相似文献
30.