全文获取类型
收费全文 | 75篇 |
免费 | 1篇 |
国内免费 | 6篇 |
专业分类
林业 | 5篇 |
农学 | 3篇 |
基础科学 | 41篇 |
14篇 | |
综合类 | 11篇 |
畜牧兽医 | 5篇 |
园艺 | 2篇 |
植物保护 | 1篇 |
出版年
2024年 | 1篇 |
2022年 | 1篇 |
2021年 | 1篇 |
2020年 | 1篇 |
2019年 | 1篇 |
2018年 | 1篇 |
2017年 | 1篇 |
2016年 | 3篇 |
2015年 | 1篇 |
2014年 | 1篇 |
2012年 | 7篇 |
2011年 | 2篇 |
2010年 | 5篇 |
2009年 | 6篇 |
2008年 | 8篇 |
2007年 | 3篇 |
2006年 | 7篇 |
2005年 | 8篇 |
2004年 | 7篇 |
2003年 | 3篇 |
2002年 | 1篇 |
2001年 | 1篇 |
2000年 | 1篇 |
1999年 | 1篇 |
1998年 | 3篇 |
1996年 | 4篇 |
1995年 | 1篇 |
1991年 | 1篇 |
1990年 | 1篇 |
排序方式: 共有82条查询结果,搜索用时 15 毫秒
1.
2.
This article describes the management of a complicated distal epiphyseal Salter–Harris type I fracture of the left tibia in a yearling horse. Closed reduction and internal fixation was attempted in the first surgery using tension band wires. Due to fracture instability 2 weeks after surgery, a full-limb transfixation pin cast was applied to the tibia and maintained for 7 weeks to prevent further fracture displacement and to achieve axial alignment. The full-limb cast was maintained for a total of 12 weeks, including the time with the transfixation pin cast. Cast sores and tendon laxity resolved without further complications. Ten months after the first surgery, the fracture had radiographically healed, and the horse was sound at the walk and trot in a straight line. 相似文献
3.
对某铝合金活塞在机械疲劳试验机上做的疲劳试验进行有限元分析,为活塞的改进设计提供依据。采用装有活塞销的三维整体活塞有限元模型,应用接触单元模拟实际情况,对活塞在交变机械载荷作用下的应力和应变进行了计算,找出了危险点部位,计算结果与试验吻合。 相似文献
4.
介绍一种利用活塞作驱动和控制器、先导阀作负反馈调节器件的泄压持压阀的结构,工作原理,设计方法。应用表明:该阀具有开启快、泄压效果好,关闭时能有效消除水击,避免管道压力波动,持压稳定,运行平稳等特点。 相似文献
5.
6.
7.
8.
新型水土流失监测装置及其应用 总被引:1,自引:0,他引:1
测钎法是一种应用广泛的水土流失监测方法,但是传统测钎法难以适应复杂监测地形,缺乏专门测读装置,还会产生较大监测误差,需要对其加以改进.以颐和园万寿山山体为研究对象,针对其山体特征和文物分布状况,选定18块监测场地,发明单钎多点式测读装置,选用改进的测钎法对水土流失进行监测.结果表明:1)18块监测场地考虑了土壤、坡度、植被等因素的差异,可以全面反映万寿山水土流失状况;2)单钎多点式测读装置有效降低了测钎埋点环境条件、测读方式等客观和主观误差,提高了测钎法水土流失监测结果的准确性;3)监测期间,万寿山平均土壤流失值在-3 mm~ +1 mm范围内.说明新型水土流失监测装置是可行的,所用水土流失监测方法和数据处理方法,可供其他类似工程借鉴与应用. 相似文献
9.
Masaki?HaradaEmail author Kohei?Komatsu Tomoyuki?Hayashi Masahiko?Karube 《Journal of Wood Science》2004,50(5):450-454
A wooden lattice floor with high stiffness and damping capacity has been developed to solve noise problems in wooden apartment houses. The lattice floor consisted of Douglas fir glulam beams with inserted steel plate joints and drift pins. To examine the structural performance of the floor, dynamic excitation and static loading tests were conducted on the full size floor. The first and second order resonance frequencies of the floor were 13.5Hz and 27.0Hz, respectively. These frequencies are similar to the peak frequency of a conventional wooden floor and the combined floor fabricated from glued laminated timber and iron. The maximum static load of the floor was 127kN. The apparent flexural rigidity was less than half the value of several floors studied in the past. However, it is considered that the stiffness is improved by constructing panels and this floor has almost equivalent performance. Relative deflection was not affected by the loading history.Part of this study was presented at the International Wood Engineering Conference, New Orleans, October 1996. 相似文献
10.