全文获取类型
收费全文 | 1094篇 |
免费 | 270篇 |
国内免费 | 239篇 |
专业分类
测绘学 | 14篇 |
大气科学 | 6篇 |
地球物理 | 815篇 |
地质学 | 601篇 |
海洋学 | 119篇 |
综合类 | 24篇 |
自然地理 | 24篇 |
出版年
2024年 | 4篇 |
2023年 | 8篇 |
2022年 | 23篇 |
2021年 | 34篇 |
2020年 | 44篇 |
2019年 | 58篇 |
2018年 | 52篇 |
2017年 | 49篇 |
2016年 | 42篇 |
2015年 | 59篇 |
2014年 | 61篇 |
2013年 | 62篇 |
2012年 | 87篇 |
2011年 | 89篇 |
2010年 | 79篇 |
2009年 | 86篇 |
2008年 | 91篇 |
2007年 | 105篇 |
2006年 | 104篇 |
2005年 | 93篇 |
2004年 | 69篇 |
2003年 | 82篇 |
2002年 | 49篇 |
2001年 | 34篇 |
2000年 | 33篇 |
1999年 | 21篇 |
1998年 | 17篇 |
1997年 | 16篇 |
1996年 | 15篇 |
1995年 | 11篇 |
1994年 | 5篇 |
1993年 | 6篇 |
1992年 | 3篇 |
1991年 | 4篇 |
1990年 | 1篇 |
1986年 | 1篇 |
1985年 | 2篇 |
1984年 | 3篇 |
1982年 | 1篇 |
排序方式: 共有1603条查询结果,搜索用时 62 毫秒
81.
钢筋混凝土建筑抗倒塌设计 总被引:14,自引:2,他引:14
建筑抗倒塌问题近年来在欧美国家得到广泛关注,并颁布了相关的设计规范和标准。我国还没有制定有关建筑抗倒塌方面的规范和标准。本文提出一种基于建筑危险性的钢筋混凝土建筑抗倒塌设计方法。该方法将钢筋混凝土建筑分为四类,通过设置拉杆连接系统和Alternate Path设计提高建筑抗倒塌能力。 相似文献
82.
在已完成的包括16个构件的等位移循环加载钢筋混凝土柱的系列试验中,通过在其中3根柱的塑性铰区沿混凝土受力方向安设位移计,较准确测定了混凝土测试标距内的平均应变在一个加载循环内的变化规律及其随周数增长的变化规律;发现了单周最大压应变随周数的增长而持续增大,单周最大名义拉应变随周数增长而持续减小的重要现象;并与柱顶水平力-水平位移滞回规律实测结果相对应,结合截面受力特征对所得单周和多周应变变化规律的成因作了分析。 相似文献
83.
The paper focuses on the seismic response of walls in dual (frame + wall) structures, with particular emphasis on shear behaviour.
Although dual structures are widely used in earthquake-resistant medium-rise and high-rise buildings, the provisions of modern
seismic codes regarding design of walls for shear are not fully satisfactory, particularly in the (common) case that walls
of substantially different length form part of the same structure. Relevant provisions of the leading seismic codes are first
summarised and their limitations discussed. Then an extensive parametric study is presented, involving two multistorey dual
systems, one with identical walls, and one with walls with unequal length, designed to the provisions of Eurocode 8 for two
different ductility classes (H and M). The walls of the same structures are also designed to other methods such as those used
in New Zealand and Greece. The resulting different designs are then assessed by subjecting the structures to a suite of strong
ground motions, carrying out inelastic time history analysis, and comparing the results against design action effects. It
is found that although modern code procedures generally lead to satisfactory performance (differences among them do exist),
the design of walls seems to be less appropriate in the case of unequal length walls. For this case a modified procedure is
proposed, consisting of an additional factor to account for the relative contribution of walls of the same length to the total
base and an improved envelope of wall shears along the height; this improved method seems to work better than the other procedures
evaluated herein, but further calibration is clearly required. 相似文献
84.
85.
Two procedures are developed and implemented in a hybrid simulation system (HSS) with the aim of enhancing the accuracy and reliability of the online, i.e. pseudo‐dynamic, test results. The first procedure aims at correcting the experimental systematic error in executing the displacement command signal. The error is calculated as the difference between command and feedback signals and correlated to the actuator velocity using the least‐squares method. A feed‐forward error compensation scheme is devised leading to a more accurate execution of the test. The second procedure employs mixed variables with mode switching between displacement and force controls. The newly derived force control algorithm is evaluated using a parametric study to assess its stability and accuracy. The implementation of the mixed variables procedure is designed to adopt force control for high stiffness states of the structural response and displacement control otherwise, where the resolution of the involved instruments may favour this type of mixed control. A simple pseudo‐dynamic experiment of steel cantilever members is used to validate the HSS. Moreover, two experiments as application examples for the two developed procedures are presented. The two experiments focus on the seismic response of (a) timber shear walls and (b) reinforced concrete frames with and without unreinforced masonry infill wall. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
86.
87.
通过对广东西部沿海高速公路路面基层现场压实度检测过程的详细观察,并在不同的条件下反复进行试验、分析比较,找出了影响压实度现场检测精度的主要非理想因素,即标准砂密度、试样含水量和路面基层平整度,并提出了解决方法。 相似文献
88.
89.
钢筋混凝土带暗支撑双功能剪力墙的力学计算模型 总被引:3,自引:0,他引:3
提出了钢筋混凝土带暗支撑双功能剪力墙结构。在试验研究基础上,建立了该体系的力学计算模型,计算结果与实测结果符合较好。 相似文献
90.
中高层钢筋混凝土异形柱框架结构弹塑性时程分析 总被引:3,自引:2,他引:3
用杆模型编制了钢筋混凝土异形柱框架结构的弹塑性时程分析程序FEANT。采用该程序对一中高层大开间钢筋混凝土异形柱框架结构振动台试验模型进行了计算分析,计算值与试验值吻合较好,能满足工程需要。 相似文献