黑方台台塬斜坡变形破坏的结构面效应研究

结构面对于黑方台台塬斜坡变形破坏的影响研究成果较多,但以单方面研究为主,较少进行系统研究,因此通过对黑方台台塬结构面类型及其组合特征以及斜坡变形破坏类型和特征的分析可知:研究区结构面类型主要包括节理裂隙、层面、接触面、断层和临空面,结构面组合类型分2大类8小类,各类型具有自身的结构特征和分布特征;结构面及其组合对黑方台台塬斜坡变形破坏类型选择和空间分布选择控制效应明显,特别是对滑坡类型选择和空间分布的影响。     

西太平洋俯冲板块对中国东北构造演化的影响及其动力学意义

中国东北地区在古生代期间以众多微陆块的拼合以及古亚洲洋的闭合为特征,其后又经历了中-新生代太平洋构造域及中生代蒙古-鄂霍茨克构造域的叠加与改造,以致东北地区的构造行迹显得极为复杂,而大兴安岭重力梯级带及其西部地区构造演化是否与西太平洋俯冲有关仍然存在争议.本研究利用分布于中国东北、华北地区以及韩国、日本等部分台网所接收的近震与远震走时数据获得了中国东北地区壳幔精细的三维P波速度结构.成像结果显示,太平洋板块持续西向俯冲,俯冲板片的前缘停滞在大兴安岭-太行山重力梯度带以东区域的地幔转换带之中;长白山火山区上地幔存在着显著的低速异常体,推测西太平洋板块的深俯冲脱水导致了上地幔底部岩石的熔点降低,从而形成了大范围的部分熔融物质上涌.通过分析上地幔的速度结构,我们认为由于太平洋板块的大规模西向深俯冲,在大地幔楔中发生板片脱水、低速热物质上涌等复杂的地球动力学过程;俯冲板片前缘带动上地幔中不均匀分布的地幔流强烈作用于上部的岩石圈,这对东北地区深部壳幔结构乃至大兴安岭重力梯级带的形成、演化有着重要的影响.

     

大兴安岭西侧盆地群推覆构造的地震学证据

推覆构造是一种和油气有关的重要构造形式,主要产出于造山带前陆,是挤压或压缩作用的结果,对油气的生成、储集、运移、圈闭和保存条件都有着重要的影响.研究区从漠河盆地、海拉尔盆地到二连盆地内的中生代推覆构造,组构了大兴安岭西盆地群推覆构造.本文通过对三个盆地五种推覆构造的地震学研究,将其推覆方向归结为两类：第一类由北西向南东推覆,在三个盆地中表现明显;第二类由南东向北西推覆,在海拉尔盆地和二连盆地内有显示.认为第一类推覆作用来源于蒙古-鄂霍茨克洋自西向东的闭合;第二类推覆作用来源于太平洋板块俯冲的远程应力作用.

     

Identification of modal parameters of a 600-m-high skyscraper from field vibration tests

Accurate prediction of the dynamic responses of a high-rise building subjected to dynamic loads such as earthquake and wind excitations requires the information of its structural dynamic properties such as modal parameters including natural frequencies and damping ratios. This paper presents the identification results of the modal parameters based on field vibration tests on a 600-m high skyscraper. A set of tests, including ambient vibration test (AVT) and free vibration test (FVT), were conducted on the skyscraper to identify its modal parameters. Firstly, this paper presents and discusses the modal parameters of the skyscraper assessed by several identification methods applied to the AVT measurements. These methods include the wavelet transform (WT) method, the stochastic subspace identification (SSI) method, and the random decrement technique (RDT). Secondly, an active mass damper (AMD) system with total mass 1000 tons equipped into the skyscraper was used to excite the building for estimation of the modal parameters by FVT. Thirdly, this paper presents observations on the structural dynamic behavior of the skyscraper with the operation of the AMD system during a typhoon event. The field measurement results show that the AMD system functioned efficiently for suppression of the wind-induced vibrations of the skyscraper during the typhoon. This paper aims to further understand the structural dynamic properties of super-tall buildings and provide useful information for structural design and vibration control of future skyscrapers.     

An Assessment of Structural Measures for Flood-prone Lowlands with High Population Density along the Keelung River in Taiwan

Midstream of the Keelung River Basin in Northern Taiwan has become highly urbanized and densely populated area. Flood inundation along riversides frequently occurred during typhoons or rainstorms. Three protection measures, including constructions of high-level protection levees, a diversion channel, and a detention reservoir, were proposed for flood mitigation. The main purpose of this study is to evaluate the flood mitigation performance of the three proposed structural measures by using combined hydrologic analyses and hydraulic routings. A semi-distributed parallel-type linear reservoirs rainfall-runoff model was used for estimating the surface runoff. Furthermore, a 1-D dynamic channel routing model was coupled with a two-dimensional inundation model to simulate the hydraulic characteristics of river flooding and overland flow. Simulation results of flood stages, runoff peak discharges, and inundation extent under design rainfall scenarios were chosen as the criteria for evaluation. The results showed a diversion channel is superior to the other two measures for flood mitigation of the study area. After the process of environmental impact assessment, a revised diversion channel approach has been approved for construction as the major structural measure.     

扬子克拉通西缘穹状变形变质体的类型与成因

扬子克拉通西缘呈分散状产出的一系列穹状变形交质体，按其结构特征与成因，可将其划分为变质核杂岩，岩浆核杂岩，片麻岩穹隆和构造穹隆四种类型。造山后期—期后，深部上隆，浅部伸展，局部岩浆活动和造山期深熔花岗岩底辟侵位所引起的地壳局部隆升与伸展，是形成该区变质核杂岩和岩浆核杂岩的主要原因；片麻岩穹隆和构造穹隆，则分别为双向挤压收缩体制下，局部熔融—重熔花岗岩同构造被动侵位，和单纯的构造变形与叠加变形形成。它们具不同的时、空分布和控矿特征，是扬子克拉通西缘造山过程中不同构造坏境，不同演化阶段和不同构造体制下的产物。     

锦屏Ⅰ级水电站坝区岩体结构面特征研究

本文根据锦屏Ⅰ级水电站坝区体结构面野外调资料，对坝区结构面优势方位、间距、张开度、连通率、隙间充填物及形态特征进行了分析，为坝区岩体分类及其物理力学参数的确定提供了重要依据。     

华北地台北缘东段多期褶皱及构造置换对鞍山群铁矿床的控制作用

多期褶皱和构造置换是华北地台北缘太古宙鞍山群岩石中的主要变形特征，也是对太古宙鞍山群铁矿的形态、规模、产状和分布规律的主要控制因素。     

含油气盆地地球动力学模式

文章讨论了含油气盆地地球动力学模式,其中着重讨论了以下几个问题:(1)沉积盆地地球动力学研究的进展,使得能够提出一种根据盆地所处的板块位置和地球动力学模型进行划分的含油气盆地分类;(2)尽管我们有一些古生代克拉通盆地的地球动力学模式,但其成因机制仍缺乏令人信服的解释;(3)通过大陆内裂谷火山岩化学成分、地温场、构造变形、岩石圈结构以及区域板块构造背景综合分析,我们建立了六种大陆裂谷形成的地球动力学模式;(4)前陆盆地的形成与其周缘造山带密切相关,其地球动力学模式是大陆岩石圈对褶皱冲断带构造负载的挠曲响应;     

超声回弹综合法检测单一构件混凝土强度推定值的保证率分析

在实际工程检测数据的基础上,利用M on te C arlo试验对单一构件混凝土强度推定值的保证率问题进行了分析。30片梁板实测数据分析结果表明:将构件各测区混凝土强度换算值的最小值作为该构件的混凝土强度推定值的保证率范围为79.0%~94.2%,小于《超声回弹综合法检测混凝土强度技术规程》(CECS 02:88)规定的95%保证率要求,因此,对结构性能鉴定而言该混凝土强度推定值是偏于不安全的,应引起试验检测人员的充分重视。