450mm热连轧机组轧制带钢拓宽分析

讨论了邯郸钢铁公司一轧厂450mm热连轧带钢的拓宽问题；对该机组及其φ500mm开坯机进行了现场测试，并在计算机上进行了带钢拓宽模拟轧制，得出了该机组的最大轧制负荷及其带钢的拓宽限度。     

圆柱壳弹性波超材料分级排列的带隙拓宽方法研究

圆柱壳弹性波超材料的弯曲波带隙拓宽问题限制其满足实际工程中的宽频隔振要求,针对该问题,本文首先研究了基于局域共振机理的圆柱壳弹性波超材料弯曲波带隙特点,研究局域谐振器质量和弹簧劲度系数的关系,然后将周期分级排列的组合方式应用于圆柱壳类弹性波超材料的带隙拓宽中,并利用有限元法进行能带结构和振动传输特性计算.研究结果显示：该方法可实现弯曲波带隙的拓宽;利用组合法构建的轴向周期分级排列圆柱壳弹性波超材料可实现705-1226Hz频率范围内弯曲波的高效衰减,带隙拓宽至分别为单一谐振器的2.55倍,这表明该方法在宽频减振方面具有明显优势,应用前景广阔.     

高速公路扩建工程路基拼宽动态设计

京台高速公路K1040＋000~1047＋400段于2010年底开工扩建。在某高速公路扩建工程中,老路填土的受压沉降已基本完成,为控制拼宽部分路基的变形沉降,确保行车的舒适性,通过分析计算和有限元模拟,对开挖台阶的尺寸进行了优化设计。设计中采取了提高压实度、清坡、削坡、挖台阶、设置土工织物等措施,保证了拼宽路堤的质量。     

拟薄水铝石结构的演化

以理学Ｄ／ｍａｘ－３ＢＸ射线衍射仪，ＴＧ－ＤＴＡ，ＩＲ－４４０红外光谱等方法，研究了拟薄水铝石结构的演化。     

加宽道路施工新技术研究

结合某公路改建工程,提出在加宽路段使用新技术———强夯法施工.为达到提高加宽部分填土路基承载力、减少新老路面不均匀沉降的目的,寻求适宜的施工参数及施工工艺.强夯在该工程的应用,取得了较为满意的经济效果,验证了强夯运用的正确性,为进一步拓宽强夯法的应用范围打下了良好的基础,同时也可为此新技术在公路工程中推广应用拉开序幕.     

用箱梁拓宽加固荥经大桥的探索

通过对荥经大桥现状的实地调查，分析了桥梁的承载能力，提出了采用预应力箱型梁进行拓宽加固的改造方案，简要分析了该方案受力特点和技术经济优势。实践证明诸方案在不中断交通的情况下，减少了与旧桥的冲突，有效地提高了桥梁的承载能力，具有明显的社会经济效益。     

Forward Analysis of Updatable Timed Automata

Timed automata are a widely studied model. Its decidability has been proved using the so-called region automaton construction. This construction provides a correct abstraction for the behaviours of timed automata, but it suffers from a state explosion and is thus not used in practice. Instead, algorithms based on the notion of zones are implemented using adapted data structures like DBMs. When we focus on forward analysis algorithms, the exact computation of all the successors of the initial configurations does not always terminate. Thus, some abstractions are often used to ensure termination, among which, a widening operator on zones.In this paper, we study in detail this widening operator and the corresponding forward analysis algorithm. This algorithm is most used and implemented in tools like KRONOS and UPPAAL. One of our main results is that it is hopeless to find a forward analysis algorithm for general timed automata, that uses such a widening operator, and which is correct. This goes really against what one could think. We then study in detail this algorithm in the more general framework of updatable timed automata, a model which has been introduced as a natural syntactic extension of classical timed automata. We describe subclasses of this model for which a correct widening operator can be found.     

开迎路拓宽改造段技术质量控制

针对开迎路K0+000～K1+100拓宽改造的实际情况,为了有效地进行技术控制,从桥梁工程、路基工程、路面工程三方面展开了研究,同时提出技术控制措施,以减少工程浪费,避免或减小对已成型桥梁、路基路面等造成损害。     

Application of the Stream Evolution Model to a Volcanically Disturbed River: The North Fork Toutle River,Washington State,USA

In this study, a recently revised version of the channel evolution model, named the Stream Evolution Model (SEM), was applied to the upper North Fork Toutle River disrupted by the deposition of a 2.5‐km³ debris avalanche during the catastrophic eruption of Mount St. Helens in 1980. The results show that, in the first few years following the eruption, upstream channel reaches generally incised, evolving in SEM Stage 4 (i.e. degradation and widening), while downstream reaches aggraded, evolving in Stage 5 (i.e. aggradation and widening). However, starting in the late‐1980s, this simple pattern was disrupted by incision in the downstream reaches, which seemed to propagate upstream. Since the 1990s, lateral channel adjustments have become predominant as rates of vertical adjustment have slowed and river valley top widths relaxed to asymptotic values. Spatial and temporal sequences of channel evolution have tended to follow the sequences of stages expected according to the SEM, although these sequences have been frequently disrupted by renewed incision, secondary cycles of adjustment and the impacts of local geologic, geomorphic and hydraulic conditions. Within the quasi‐full SEM cycles, stages 4 and 5 were sometimes repeated, while stage 6 (quasi‐equilibrium) was sometimes omitted, and stage 8 (anabranching) only occurred in the downstream braided/anabranching reaches. According to the SEM, degradation, widening and lateral activity (stages 4 and 7) are forecast to continue until transverse valley profiles and channel planforms stabilize and floodplain and terrace surfaces are fully colonized by vegetation. Copyright © 2017 John Wiley & Sons, Ltd.     

公路旧路基状态检评的规范要求及启示

通过分析路基状态检评相关规范的要求,总结提出当前路基状态检评技术的关键问题,并提出了相应的研究和工作建议,以期为提高旧路基状态检评的科学性和规范性提供科学依据。