全文获取类型
收费全文 | 5031篇 |
免费 | 98篇 |
专业分类
公路运输 | 1355篇 |
综合类 | 1252篇 |
水路运输 | 1397篇 |
铁路运输 | 975篇 |
综合运输 | 150篇 |
出版年
2024年 | 2篇 |
2023年 | 21篇 |
2022年 | 87篇 |
2021年 | 128篇 |
2020年 | 119篇 |
2019年 | 46篇 |
2018年 | 53篇 |
2017年 | 55篇 |
2016年 | 57篇 |
2015年 | 106篇 |
2014年 | 160篇 |
2013年 | 245篇 |
2012年 | 326篇 |
2011年 | 413篇 |
2010年 | 387篇 |
2009年 | 400篇 |
2008年 | 384篇 |
2007年 | 558篇 |
2006年 | 533篇 |
2005年 | 336篇 |
2004年 | 102篇 |
2003年 | 79篇 |
2002年 | 62篇 |
2001年 | 81篇 |
2000年 | 89篇 |
1999年 | 59篇 |
1998年 | 37篇 |
1997年 | 26篇 |
1996年 | 26篇 |
1995年 | 27篇 |
1994年 | 24篇 |
1993年 | 25篇 |
1992年 | 12篇 |
1991年 | 19篇 |
1990年 | 20篇 |
1989年 | 8篇 |
1988年 | 5篇 |
1987年 | 2篇 |
1986年 | 5篇 |
1985年 | 1篇 |
1984年 | 4篇 |
排序方式: 共有5129条查询结果,搜索用时 0 毫秒
151.
For existing advanced geological forecasting, the forecast distance is short and the test frequency is high, increasing test and construction risks. Since various methods have different requirements for the test environ-ment, preparation work can be tedious and result in a long construction time thereby affecting normal construction.A new advanced geological forecast technique based on multi-source seismic interferometry for tunnels is proposed.This technique uses the blast at one end of tunnel as a centrum and receives the signal at the other end of the tun-nel, therefore allowing advanced geological forecasting of the unexcavated tunnel part by relative processing and im-aging. A numerical simulation of this kind of geological forecasting using the finite difference method to simulate two kinds of unfavorable geological bodies (karst and a fault) predicted them accurately and verified the effective-ness and accuracy of this geological forecasting method. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
152.
In recent years, large shield tunnels with internal double-decked lanes have been developing rapidly in the field of highway tunnels, and prefabricated elements are increasingly adopted in internal structure. Based on the columns-base joint in Zhuguanglu tunnel, which is under construction, 2 full-scale specimens are designed for the quasi-static test, one specimen is connected with grout sleeve splicing and the other is cast in place. The test results show that: the bearing capacity of specimen with grout sleeve splicing is equal to that of cast-in-situ specimen, but its ductility and energy dissipation capacity are worse than that of the cast-in-situ specimen. And for the specimen with grout sleeve splicing, there exists crack concentration on the area above the sleeve. The crack width is too larger in this area. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
153.
Combining the present situation and development trend of different tunnel support technologies at home and abroad, this paper analyzes the problems of rockburst in hard rock tunnels and large deformation in soft rock tunnels caused by high ground stress. It is concluded that: 1) regarding the rockburst problem, the current support technology is mainly influenced by the rock burst mechanism which is dominated by static factors, and so the used support components are generally of smaller deformation performance and "passive support" properties; 2) as the rockburst is the result of dynamic-static stress coupling, and only the anchor bolt has the "active support" attribute in the current "shotcrete+anchor bolt+wire net" support system, so the best support system should have the two functions of active support and energy release in terms of the rockburst problem, and the key focus of the research and development is anchorage members; 3) there are three main support types for large deformation in soft rock tunnels, e.g. the heavy support, layered support and yielding support. Among them, the heavy support system in underground cavern with large deformation is easy to induce excessive surrounding rock pressure, and so the applicable conditions are limited. The layered support system is still not the best choice due to its immature theoretical study, difficult determination of the thickness value and the installation time of each support layer and the interference to construction progress. With the characteristics of timely support and yielding while supporting, the yielding support system can give full play to the performance values of surrounding rocks and supporting materials, and make both of them reach the optimal state, so it is the best choice for supporting the soft rock tunnels with large deformations. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
154.
155.
156.
157.
158.
桥墩防撞装置碰撞动力学分析 总被引:10,自引:3,他引:10
运用非线性有限元基本理论,采用国际上广泛使用的大型结构分析程序LS-DYNA,建立了船舶和桥墩防护装置的三维有限元计算模型,分析了防护装置碰撞特点、船首及构件的损伤和吸能特性,得出了主要吸能结构吸能比例,碰撞力曲线的非线性特点,船体和防撞装置外板是主要的吸能结构等结论. 相似文献
159.
以某自升式海洋平台为研究对象,进行了空间KK型管节点在轴力作用下的疲劳性能的试验研究.通过对管节点模型的试验测试,得到了KK节点在轴力作用下沿着焊缝周围的热应力区内的热点应力分布及节点的应力集中系数,并采用S-N曲线法对KK型管节点的疲劳寿命进行估算.通过对比分析,指出了试验方法与规范计算方法在管节点疲劳性能分析上的差异性. 相似文献
160.
按照公理化设计原理,设计公理为设计者提供了一种设计指导框架。在此框架的指导下,大大降低了系统设计的复杂度,由此提高了系统的设计质量,缩短了系统的开发周期。本文应用公理化设计理论,采用结构模块化设计原则,对捷联式惯性导航系统的设计过程进行分析,给出了捷联式惯性导航系统的功能需求与设计参数间的映射与分解过程。结果表明,设计的分解过程是合理的,满足独立性公理。 相似文献