全文获取类型
收费全文 | 1449篇 |
免费 | 129篇 |
专业分类
公路运输 | 636篇 |
综合类 | 493篇 |
水路运输 | 231篇 |
铁路运输 | 205篇 |
综合运输 | 13篇 |
出版年
2024年 | 4篇 |
2023年 | 8篇 |
2022年 | 32篇 |
2021年 | 26篇 |
2020年 | 34篇 |
2019年 | 33篇 |
2018年 | 19篇 |
2017年 | 28篇 |
2016年 | 27篇 |
2015年 | 28篇 |
2014年 | 108篇 |
2013年 | 77篇 |
2012年 | 114篇 |
2011年 | 128篇 |
2010年 | 138篇 |
2009年 | 85篇 |
2008年 | 115篇 |
2007年 | 154篇 |
2006年 | 142篇 |
2005年 | 86篇 |
2004年 | 63篇 |
2003年 | 34篇 |
2002年 | 24篇 |
2001年 | 22篇 |
2000年 | 9篇 |
1999年 | 6篇 |
1998年 | 2篇 |
1997年 | 1篇 |
1996年 | 8篇 |
1995年 | 1篇 |
1994年 | 7篇 |
1993年 | 3篇 |
1992年 | 5篇 |
1991年 | 1篇 |
1990年 | 2篇 |
1989年 | 3篇 |
1988年 | 1篇 |
排序方式: 共有1578条查询结果,搜索用时 62 毫秒
991.
列举了三种类型的螺杆构造,并把它们应用于实际工程,观察它们的使用性能,分析加固后梁板性能的恢复和破坏模式,可为相关工程提供参考。 相似文献
992.
A two-dimensional discrete element code, particle flow code (PFC2D), is employed to investigate foundations reinforced with horizontal-vertical (H-V) inclusions. The initial states and loading processes of both unreinforced and H-V reinforced foundations are simulated by PFC 2D method. The interface between particles and reinforcements, and the reinforcement mechanism of the H-V reinforced foundations are studied through stress distribution graphs, displacement vector graphs and contact force graphs. The simulation results demonstrate that the vertical elements of the H-V reinforcement keep the particles from being displaced under the applied load. The H-V reinforcement can distribute the load uniformly over a wider area, thereby improving the bearing capacity of soil foundation. 相似文献
993.
It is urgently needed to describe the structural collapse process under extreme conditions to survive people.For reinforced concrete structures it is still a difficulty to describe the failure of reinforced concrete members under complex internal force combination,such as under axial forces,bending moment,shear forces, and torsion working together.In this paper,based on the traditional Nielsen model,a new unified failure model on reinforcement evenly distributed concrete members with box section under combined forces is introduced.The advantages of the proposed new model are to consider the dowel actions of reinforcements and reasonably to consider of the shear carrying capacity of concrete,especially when compression stress of concrete is in a high value.Finally,the theoretical results of the new model are compared with a series of experimental results of box section members.The comparison has verified that the new model is more accurate and feasible for the design and calculation of box section members. 相似文献
994.
Based on the traditional Nielsen model,a unified failure model on the uniformly reinforced concrete box section members under combined forces was introduced by Luo and Liu.One of their contributions is adjustment of the shear carrying capacity of concrete at the member failure surface.In the unified failure model,the comparison with the experimental results verified this adjustment.Nevertheless,it should be pointed out that the adjustment factor of shear carrying capacity at member failure surface for the reinforced concrete members in the unified failure model is a fixed adjustment constant for all experiment data,which is basically determined by curve fitting.However,the adjustment factor should vary with the normal stress at the member failure surface.In this paper,an advanced theoretical model is introduced,in which the adjustment factor of shear carrying capacity at failure surface is a variable related to the normal stress at failure surface.Furthermore,the advanced unified failure model on the uniformly reinforced concrete box section member can still be expressed in a simple form.Finally,the comparison with several groups of test data has verified that this advanced model is more accurate and feasible to be used in design. 相似文献
995.
996.
徐坤 《内蒙古公路与运输》2013,(5):6-8
结合内蒙古自治区霍林郭勒民用机场飞行区填筑的填料特点、沉降控制及工期要求,通过分析冲击碾压原理及与普通碾压的区别,确定场区土石方填筑采用冲击碾压技术进行施工.综合试验段的填筑体检测数据分析结果,提出了土石方工程大面积开展时的施工参数. 相似文献
997.
998.
攀枝花市新密地大桥为上承式钢筋混凝土箱形拱桥,孔跨布置为(27.5+22.55+189.9+22.55+27.5)m,主拱圈为悬链线无铰拱,采用挂篮悬臂浇筑法施工。主拱圈净跨径182m、净矢高30.333m、净矢跨比1/6、拱轴系数1.988。拱圈截面为单箱双室,高3.5m、宽9.6m。主拱圈的拱顶预拱度设计值为0.36m,为净跨径的1/506。采用MIDAS Civil软件建模进行成桥弹性阶段主拱圈应力验算,结果表明,主拱圈各截面上缘和下缘的正应力均为压应力,关键截面最小压应力为0.97MPa,最大压应力为15.4MPa,无受力裂缝,有利于提高结构耐久性。 相似文献
999.
1000.
杨怡 《内蒙古公路与运输》2014,(4):47-48
为了研究水胶比对钢纤维混凝土性能的影响,文章通过对不同水胶比(保持用水量不变,调整胶凝材料用量)条件下钢纤维混凝土物理性能、抗压强度以及抗冻性进行测试分析。结果表明,随着水胶比的增大,钢纤维混凝土的流动性增大,表观密度先增大后降低,抗压强度和抗冻性呈现降低现象。 相似文献