瓦斯隧道运营通风技术研究

由于瓦斯隧道混凝土衬砌本体中的细小孔隙和“三缝”等缺陷的存在，建成后的瓦斯隧道必然受瓦斯浸袭，这对经营支使危害极大，为此，本文对瓦斯隧道运营通风技术进行了认真研究，提出了经济，安全，有效的通风方案，为未来瓦斯隧道的通风设计提供了理论依据。     

在等幅重复应力作用下混凝土弯曲疲劳性能研究

在室内混凝土试件弯曲疲劳试验的基础上，研究了素混凝土受弯试件在等幅重复荷载作用下的弯曲线劳性能。通过对试验结果的统计分析，证实了混凝土弯曲疲劳寿命的概率分布基本上符合两参数威布尔分布。在探讨了疲劳方程合理形式的基础上，进而建立能够较好拟合试验结果，并能向低应力水平外延的折线型双对数混凝土弯曲疲劳方程。     

Cyclic storm loading soil-structure interaction for a three independent leg jack-up

A 2-D analysis of the soil-structure interaction for a jack-up platform is presented. The special features of the analysis are:

• -soil behaviour modelling under cyclic loading uses elasto-plastic equations with a multiple yield surface and kinematical hardening;

• -the study is not executed on a single isolated spud-can, but on a more comprehensive structural model including the soil and a 2-D reduction of a complete jack-up structure;

• -the loading history consists of some one-hundred cycles representing two storm sea states separated by small set-up cycles.

The main result is that the bottom fixity displayed during the first storm is not significantly degraded during the second storm, even though irrecoverable displacements and rotations occur.     

Stochastic modeling of long term wave induced responses of ship structures

This paper presents a procedure for evaluating the long term response distribution in ship structures. A specified travel route through given geographical areas during the lifetime of the ship is defined. The individual scatter diagrams, describing the relative occurrence of different sea states for the geographical areas, are weighted with respect to the relative time occupancy of the ship. A two-dimensional analytical distribution is fitted to the weighted scatter diagram over the lifetime.

Frequency response functions for all the sectorial forces are calculated for different ship speeds, heading angles and loading conditions, and fitted to a bi-cubic spline. The wave spectrum is defined by applying a gamma spectrum. The response spectrum is found using a linear frequency domain analysis. From the response spectrum, the peak distribution of the response in each short term period, conditioned on the loading condition, the ship speed and the wave heading direction is computed. The peak distribution over the lifetime is estimated by unconditioning with respect to sea states, maneuvering and loading condition.     

Preloading of independent leg units at locations with difficult seabed conditions

This paper, based on analyses of case histories, reviews soil conditions causing sudden uncontrolled leg penetrations, together with site data needed to plan safe installations of jack-up drilling units. Punch-through-like failure in uniform clay profile is analysed. Preloading procedures aimed at minimizing potential damage to the unit are suggested and discussed.     

Analysis of travel activity determinants using robust statistics

This study investigates travel behavior determinants based on a multiday travel survey conducted in the region of Ghent, Belgium. Due to the limited data reliability of the data sample and the influence of outliers exerted on classical principal component analysis, robust principal component analysis (ROBPCA) is employed in order to reveal the explanatory variables responsible for most of the variability. Interpretation of the results is eased by utilizing ROSPCA. The application of ROSPCA reveals six distinct principal components where each is determined by a few variables. Among others, our results suggest a key role of variable categories such as journey purpose-related impedance and journey inherent constraints. Surprisingly, the variables associated with journey timing turn out to be less important. Finally, our findings reveal the critical role of outliers in travel behavior analysis. This suggests that a systematic understanding of how outliers contribute to observed mobility behavior patterns, as derived from travel surveys, is needed. In this regard, the proposed methods serve for processing raw data typically used in activity-based modelling.     

FEM-BEM Coupling for the Modelling of Induction Heating Processes Including Moving Parts

IntroductiollAnyelectricalconductorplacedinatime-varyingmagneticfieldistheseatofeddycurrentsthatdissipatepowerthroughJouleeffect.ThispowerisconcentratedinthesurfaceofthecomPonent,inaverysmallthicknesswhichdependsontheelectricalconductivityandmagneticpermeabilityofthematerial,butalsoonthefrequencyofthecurrents.Inductionhardeningprocessestakeadvantageofthiseffectbecauseitthereforepossibletocontrolthethicknessofthetreatedlayer.InductionhardeningofsteelcomPonentsisrealisedintwosteps.First,anindu…     

桥梁结构实时响应在线监测的简化分析方法

在线弹性假设基础上, 根据有限元理论和桥梁随机车辆（ 行人） 荷载的特点, 讨论并提出了一种通过监测部分位移, 计算桥梁其余位移和桥面荷载的简化分析方法, 解决了桥梁在随机车辆（ 行人） 荷载作用下的荷载确定问题, 建立了动位移和等效节点荷载的有限元列式． 该方法为桥梁结构的在线监测和实时分析提供了理论基础, 适用于连续梁桥、拱桥、斜拉桥和悬索桥等桥梁结构形式, 具有实际应用价值     

手动翼开车顶梁变形对车厢的影响及工艺措施

阐述了车厢长度为9.5m的手动翼开车顶幅纵梁产生的下挠变形对整个车厢的影响。经过对顶幅纵粱结构的分析,使用Q345(16Mn)材料替换Q235材料,利用氧-乙炔焰把顶纵粱预先反变形(制造上挠),以抵消下挠,并且在焊接时采用合理的焊接顺序和焊接工艺,从而保证了顶幅纵梁的可靠性。