基于损伤部位向量法的钢框架损伤识别研究

对损伤部位向量(DLV)法作了简单介绍,并用该方法对钢框架进行了损伤识别和损伤定位。该方法假定结构损伤前后为线性,对结构损伤前后柔度矩阵差进行奇异值分解,将奇异值为零所对应的向量,作为静荷载施加在无损结构的测点位置,则应力为零的单元为可能损伤的单元。对3种不同工况的钢框架进行了振动模态试验,用前3阶模态参数构造框架的柔度矩阵,按照DLV法对其进行了损伤识别,识别结果与已知损伤情况相一致。从测试自由度不完备、噪声和振型质量归一化系数这3个方面对识别效果进行了分析,结果表明:当损伤使结构动力特性有微小改变时,使用该方法不易定位损伤,应结合局部损伤识别方法进行判定;当损伤使结构动力特性有较大改变时,该方法能有效识别损伤的单元。DLV方法概念简单,理论明确,不受结构类型的限制,不需要结构的数学模型和模型缩聚或扩展技术,只需获得结构损伤前后的前几个低阶模态参数,即可识别结构一处或多处损伤,实际应用时可操作性强。     

Effect of structural characteristics distribution on strength demand and ductility reduction factor of MDOF systems considering soil-structure interaction

It is known that structural stiffness and strength distributions have an important role in the seismic response of buildings.The effect of using different code-specified lateral load patterns on the seismic performance of fixed-base buildings has been investigated by researchers during the past two decades.However,no investigation has yet been carried out for the case of soil-structure systems.In the present study,through intensive parametric analyses of 21,600 linear and nonlinear MDOF systems and considering five different shear strength and stiffness distribution patterns,including three code-specified patterns as well as uniform and concentric patterns subjected to a group of earthquakes recorded on alluvium and soft soils,the effect of structural characteristics distribution on the strength demand and ductility reduction factor of MDOF fixed-base and soil-structure systems are parametrically investigated.The results of this study show that depending on the level of inelasticity,soil flexibility and number of degrees-of-freedoms(DOFs),structural characteristics distribution can significantly affect the strength demand and ductility reduction factor of MDOF systems.It is also found that at high levels of inelasticity,the ductility reduction factor of low-rise MDOF soil-structure systems could be significantly less than that of fixed-base structures and the reduction is less pronounced as the number of stories increases.     

Explicit concomitance of implicit method to solve vibration equation

It has been proven that the implicit method used to solve the vibration equation can be transformed into an explicit method,which is called the concomitant explicit method.The constant acceleration met...     

鄂尔多斯盆地西缘中南段构造特征与演化

利用平衡地质剖面技术和2D Move软件对鄂尔多斯盆地西缘中南段骨架地震剖面进行了精细解释。重新厘定9条一级断裂,确定4个一级构造单元,依据地质结构与构造样式的不同,将西缘中南段划分为5个段。构造变形自西向东依次减弱,南北向中部马家滩段以薄皮构造为主,其余段以厚皮构造为主;西缘中南段不同地区最短收缩量不同,甜水堡段最短收缩量达50.62%,其构造变形主要发生于侏罗纪末期,最终定型于新生代。可见,西缘中南段具有“东西分带、南北分段”的典型特点,构造圈闭与油气聚集关系密切。     

Industrial structural changes in Hong Kong, China under one country, two systems framework

Hong Kong has undergone substantial economic transformations and developed into a sophisticated business and financial center in the Asia-Pacific region,since the return of sovereignty to China as a Special Administrative Region under the One Country Two Systems (OCTS) in 1997.This paper discusses and analyzes the industrial structural changes of Hong Kong in recent decades as well as its future challenges and opportunities.The data and finding reveal that even though Hong Kong will face fierce competition from the Mainland’s cities as the rise of China,the important role as a bridge between China and the rest of the world will brace Hong Kong itself under the OCTS for developing into a service hub for business and trade in the Asia-Pacific region.     

Design of a new bionic diamond bit and its experimental study

Bionics was applied in the design of the impregnated diamond bit. Based on previous research and the 63# bit matrix formula, a new non-smooth bionic impregnated diamond bit with a single circular ring was designed and manufactured, and also tested indoor. The results were satisfactory. During its shape contacted surface system, non-smooth shape display some structure merits such as decreasing resistance. It was obvious that the drilling efficiency of the bionics bit is much higher than that of ordinary’s one, and so does the working life of bionic bit.     

逆断层区构造煤形成机制及分布规律的数值模拟

采用FLAC2D数值模拟分析软件,通过流变模型和摩尔库仑弹塑性模型转换技术,研究了在水平构造应力作用下,逆断层运动过程中断层区域塑性破坏区的分布及变化规律,进而揭示了逆断层区构造煤的形成机制和分布规律。结果表明,逆断层区域的塑性破坏区域在距离断层一定范围内分布,随着远离断层而减小,且断层上盘构造煤的发育程度和范围大于下盘。研究成果可为断层区域煤与瓦斯突出防治提供借鉴。      

结节区视角下江苏省区域空间结构演化研究——对区域共振轴结构模式的探讨

长时间序列的区域空间结构的演化规律, 一直是空间结构模式分析中的薄弱环节, 而历史过程的长时段分析, 有助于对区域空间结构现状研判和对未来优化提供科学支撑。本文从结节区的视角, 对江苏省域地区过去2800 年间发展轴线产生、发展、主导、跃迁的全过程进行系统解析。选取春秋、隋、元、今4 个时点作点-轴、双核型空间结构的横向比较, 认为存在4 个发展阶段:春秋至南北朝、隋至南宋、元至清、民国至今;其中, 元至清和民国至今阶段, 分别发现区域发展中存在双核共振轴、港城共振轴现象。共振轴结构模式指区域中心城市(或市区)轴与门户港城(或港口县域)轴及其交通链接所形成的一种空间结构现象, 存在于过渡型区域发展背景下的沿江与沿海区域。最后, 从城市职能的变迁、点-轴型发展轴的跃迁、现代交通线的布局、相邻区域(上海)4 方面对江苏省区域空间结构的演化机理进行分析。     

混凝土板墙加固后墙片与剪力墙性能的对比研究

首先通过3个墙片的水平低周反复伪动力试验,对比研究了混凝土板墙加固后墙片与剪力墙的承载力、耗能能力等各项抗震性能。由于试验条件的限制,试验仅对比研究了120mm混凝土剪力墙与双面60mm混凝土板墙加固后墙片的抗震性能。在试验基础上,利用有限元软件建立合理的计算模型,将计算结果与试验结果进行了对比分析;利用该计算模型模拟了用不同厚度的混凝土板墙加固墙片和混凝土剪力墙,系统分析了混凝土板墙加固后墙片与剪力墙的极限承载力,分析了将加固后墙片看作抗震墙的可行性。通过有限元的分析,弥补了试件不足的缺陷,完善了研究方法。