基于模拟退火算法的潜艇结构系统可靠性计算

针对结构系统可靠度计算中重要样本函数选择的困难，提出了应用模拟退火算法的自适应的重要样本法，并根据结构系统可靠性计算的特点，给出了适宜的模拟退火过程的冷却进度表。潜艇耐压结构系统可靠性分析的算例表明，本方法可有效地解决非线性失效方程的工程结构系统可靠度的计算问题。     

东海西湖凹陷平湖构造带油气运聚特征

平湖构造带是东海西湖凹陷的一个次级构造单元，是油气勘探的重点区域之一，应用流体包裹体及碳同位素组成等研究了构造带内的油气运聚特征，并与凹陷内的另一个主要油气聚集带－浙东中央背斜带的油气运聚特征进行对比。研究表明，平湖构造带经历了2期油气充注过程，其中第1期主要充注液态烃，第2期主要充注气态烃，充注时间相对较晚，且第1期古地温低于第2期；构造带内油气运移以侧向运移为主，该区是有利于的油气运移指向区。     

Structural Vibration Mode Re-Analysis of Offshore Structures

-This paper reviews the current methodology for dynamic reanalysis. Rayleigh-Ritz approach and receptance approach are discussed in detail. Based on a general finite element structural analysis program SAPS, an eigenproblem re-analysis prorgram ERP was compiled. With a very small change the program can be implemented readily with any general FEM program. Finally, some numerical examples show that the new algorithm is of high precision and efficiency. In the case of local modification in the offshore platform, the efficiency is raised by 20- 50 times when compared with the re-calculation of the whole model.     

Suppression of Wave-Excited Vibration of Offshore Platform by Use of Tuned Liquid Dampers

This paper describes experimenlal and theoretical investigations of Tuned Liquid Damper (TLD) characteristics tor suppressing the wave-excited structural vibration. The structural model lor the experiments is scaled according to a full size offshore platform by matching their dynamic properties. Rectangular TLDs of different sizes with partially filled liquid are examined. By observing the performance and behavior of TLDs through laboratory experiments, the study investigates the influence of a number of parameters, including container size, container shape, frequency ratio, and incident wave characteristics. In an analytical study, a mathematical model that describes the nonlinear behavior of liquid in TLD and the interaction of TLD and structure is prerequisite. The validity of the model is evaluated and simulating results can reasonably match the corresponding experimental results.     

内流对海底管线涡致振动与疲劳寿命的影响

在复杂的海洋环境条件下，管道的动力学特性受到内外部流体的作用而呈现出新的特点。本文通过对处在海底平稳流动作用下的悬跨管道的涡致振动进行分析，特别地考虑到管道内部流动的作用，给出了内流速度对管道响应幅度的影响，进而指出其对管道疲劳的意义。     

焦家断裂带对成矿的制约

焦家金矿田内矿体稳定、规模巨大,勘查深度已超过2000m,探获金金属量已超千吨,是我国重要的金矿产地。矿体严格受NNE向焦家断裂带控制,产状与构造面产状基本一致。从断层岩岩性和构造面表面形态入手,构建了三维构造模型,研究了断层面形态和断层岩岩性差异对成矿的约束作用。系统收集焦家金矿田内500个钻孔地质资料,通过二维三维相结合方式,发现断层岩岩性从浅部向深部发生明显变化,由断层泥渐变为糜棱岩,而上盘矿体数量和蚀变分带也随着断层岩的改变发生明显变化。对构造面进行表面坡度分析,发现矿体主要赋存在表面坡度较小部位,且沿倾向上表面坡度由陡急速变缓部位易于形成厚大矿体。     

Barry Granodiorite and Sunset Hills Granite: Wyangala‐style intrusion at the margin of a regional ductile shear zone,northern Lachlan Fold Belt,New South Wales

The Barry Granodiorite is a weakly deformed I‐type, and the Sunset Hills Granite is a moderately deformed S‐type, granite. Both granites were passively intruded into an already foliated greywacke and volcanic sequence. Emplacement may have been facilitated by faults related to the oblique opening of the late Early Silurian Hill End Trough. The granites display a dominant foliation which formed during the late Middle Devonian and subsequently was reoriented during the Early Carboniferous. The Barry Granodiorite and Sunset Hills Granite are on the margin of north‐south ductile shear zones related to the Wyangala Batholith. These granites and the adjacent Carcoar Granodiorite have undergone reorientation during movement on ductile shear zones either due to megakinking during late‐stage north‐south shortening, or southeastward movement of the southern margin of the west‐northwest‐trending Lachlan Transverse Zone.     

A tale of two synclines: Rifting,inversion and transpressional popouts at Lake Julius,northwestern Mt Isa terrane,Queensland

This study reviews the origin of two approximately east‐west‐trending synclines in the Lake Julius area at the eastern edge of the Leichhardt Rift. The genesis of one of these structures can be found in a north‐south shortening event (D₁) that occurred at the beginning of the compressional Isan Orogeny (at ca 1600 Ma). Metasediments in a cross‐rift were rammed against a competent buttress defined by the pre‐existing rift architecture, producing the approximately east‐west‐trending Somaia Syncline and its associated axial‐plane slaty cleavage. In contrast, the Lake Julius Syncline was produced by reorientation of an originally approximately north‐south‐trending (D₂) fold, in a transpressional zone adjacent to a strike‐slip fault, at the end of the Isan orogeny. The effects of late fault movement can be partially reconstructed, based on correlations assuming that regionally developed trains of upright folds formed during the peak of the Isan Orogeny (D₂). These folds have been offset, as well as having been tightened and disrupted at the same time as fault movements took place. The overall pattern of movement in the Lake Julius region can be explained as the result of an ‘indentor’ ramming into the ancient edge of the Leichhardt Rift, which acted as a buttress.     

利用二维活断层探测资料构建焦作地区浅层三维构造模型

运用专业地震解释及构造建模软件，综合利用焦作地区地震数据、钻孔数据、地质信息对活断层二维浅层地震剖面进行层位与断层解释，同时对断层平面组合与空间展布规律进行研究，实现地质资料与地震数据的有机结合，构建近地表Q₃地层底界面、Q地层底界面、N地层底界面分布模型和第四纪断层模型。以第四纪断层模型为基本骨架，以近地表地层分布为主要分层，模拟Q-Q₃地质体、N-Q地质体的构造形态和断层发育情况，系统反映近地表N地层底界面至Q₃地层底界面的空间结构特征。     

Simulation of long‐term consolidation behavior of soft sensitive clay using an elasto‐viscoplastic constitutive model

The phenomenon of excess pore water pressure increase or stagnation and continuing large ground deformation in soft sensitive clay following the completion of construction of embankment is simulated for a case study at Saint Alban, Quebec, Canada. The present model employs an updated Lagrangian finite element framework and is combined with an automatic time increment selection scheme. The simulation based on an elasto‐viscoplastic constitutive model considers soil‐structure degradation effect. It is shown that without consideration for the microstructural degradation effect, it is not possible to reproduce the field responses of soft sensitive clay even during the construction of the embankment. When the soil‐structure degradation effect is considered, the present model can offer reasonably accurate prediction for the consolidation behavior of soft sensitive clay, including the so‐called anomalous pore water pressure generation and continuing large deformation even after the end of construction, which has been posing numerous uncertainties on the long‐term performance of earth structures. Copyright © 2013 John Wiley & Sons, Ltd.