T形配钢钢骨混凝土柱抗震性能数值分析          下载免费PDF全文

陈熠光  曾磊  肖云峰  陈娟  王斌  龚倩倩 《地震工程学报》2017,39(2):196-204

为研究非对称配钢钢骨混凝土柱的抗震性能,基于12根T形配钢钢骨混凝土柱的拟静力试验研究进行非线性数值模拟,了解其破坏机制、承载力、延性及耗能能力,探讨轴压比、配钢率、剪跨比对抗震性能的影响。结果表明,低周反复荷载作用下T形配钢钢骨混凝土柱滞回曲线饱满,具有良好的延性和耗能能力。在峰值荷载前,数值模拟结果与试验结果吻合较好。轴压力在一定范围内提高了试件承载力,但降低了延性;增大配钢率能提高试件的承载力、刚度和延性,使得峰值荷载后试件的性能退化趋于平缓;剪跨比对试件破坏形态有显著影响,随剪跨比的增大试件延性性能提高。  相似文献   

立柱直径比对四立柱平台涡激运动性能影响的数值研究     

陈元鑫  寇雨丰  林志良  刘明月 《海洋工程》2021,39(1):43-52

与单立柱平台(Spar)类似,四立柱平台在洋流作用下也容易发生涡激运动,对锚泊和立管系统的疲劳寿命产生不利影响。一种非对称半潜式平台具有两种不同尺寸的立柱,立柱直径比对非对称平台涡激运动性能的影响尚需深入研究。采用计算流体力学(CFD)方法,对直径比分别为1.0、1.5和2.0的立柱组合在两种不同角度水流作用下的运动响应进行了二维数值模拟,分析发现:立柱直径比不为1时四立柱平台也具有明显的涡激运动,其横荡运动具有显著的锁定现象;在广义折合速度定义下,与相同直径的四立柱平台相比,立柱直径比不为1时其横荡运动锁定区间变宽且滞后,横荡响应幅值的峰值具有明显差异;在所研究的直径比范围内,大直径立柱在上游时涡激运动响应比其在下游时更显著,且这种差异随着直径比变大而变大。  相似文献   

Modeling RC column flexural failure modes under intensive seismic loading          下载免费PDF全文

Ilias Gkimousis  Vlasis Koumousis 《地震工程与结构动力学》2018,47(9):1942-1962

The aim of this work is to model beam‐column behavior in a computationally effective manner, revealing reliably the overall response of reinforced concrete members subjected to intensive seismic loading. In this respect, plasticity and damage are considered in the predominant longitudinal direction, allowing for fiber finite element modeling, while in addition the effect of inelastic buckling of longitudinal rebars, which becomes essential at later stages of intensive cyclic loading, is incorporated. Α smooth plasticity‐damage model is developed for concrete, accounting for unilateral compressive and tensile behavior, nonlinear unloading and crack closure phenomena. This is used to address concrete core crushing and spalling, which triggers the inelastic buckling of longitudinal rebars. For this reason, a uniaxial local stress‐strain constitutive relation for steel rebars is developed, which is based on a combined nonlinear kinematic and isotropic hardening law. The proposed constitutive model is validated on the basis of existing experimental data and the formulation of the buckling model for a single rebar is developed. The cross section of rebar is discretized into fibers, each one following the derived stress‐strain uniaxial law. The buckling curve is determined analytically, while equilibrium is imposed at the deformed configuration. The proposed models for concrete and rebars are embedded into a properly adjusted fiber beam‐column element of reinforced concrete members and the proposed formulation is verified with existing experimental data under intensive cyclic loading.  相似文献   

Model for multiblock columns subjected to base excitation          下载免费PDF全文

Tamás Ther  László P. Kollár 《地震工程与结构动力学》2018,47(2):418-437

A new model is presented for multiblock columns subjected to earthquakes, which contains an impact and an opening model. Both in the impact and in the opening model, all the possible opening configurations are investigated because it was found that in many practical cases, unexpected patterns may occur. The model is purely mechanical: assuming rigid blocks and classical (inelastic) impact. The effect of energy dissipation during impact was investigated. Using our model in accordance with the literature, it was found that monolithic blocks are more vulnerable to overturning than multiblock systems.  相似文献   

CIC-200型离子色谱仪常见故障解析     

常姣  杨静  李颖  李晓锐  姚林鹏 《地震地磁观测与研究》2018,39(4):164-168

结合夏县中心地震台CIC-200型离子色谱仪实际观测,从仪器输液系统、分离系统、基线、管路等方面详细阐述色谱仪常见故障,逐一分析原因,并给出相应故障排除方法,为同类仪器维护提供参考,并为获得准确观测数据,延长仪器使用寿命,提出日常维护方法及建议。  相似文献   

钢筋混凝土柱地震损伤模型比较研究          下载免费PDF全文

苏佶智  刘伯权  邢国华 《世界地震工程》2018,34(2):080-88

损伤指数是判断结构或构件经受地震作用后是否破坏、评价结构或构件破坏程度的重要指标,是对震后受损结构进行安全评估和修复加固的重要理论依据。基于40组钢筋混凝土柱的试验结果,对国内外7种较具代表性的损伤模型进行了对比分析。研究结果表明:对于同一试件,不同损伤模型计算得到的损伤指标差异较大,损伤曲线发展趋势亦不同;基于能量的损伤模型多表现出前期增长速度快和后期增长速度慢的上凸趋势,而基于变形和能量组合形式的双参数损伤模型多表现出前期增长速度慢和后期增长速度快的上凹趋势;Park-Ang模型及其改进形式能够较好地反映构件层次的损伤发展过程,但未知参数较多,计算过程较复杂,不利于整体结构层次的震害评估;从能量耗散原理角度提出的损伤模型更符合整体结构抗震的本质,未知参数少且计算过程简单,但存在边界条件的界定不明确的缺陷,因此还需要做更深入的研究。  相似文献   

Bayesian probabilistic damage detection of a reinforced‐concrete bridge column     

Hoon Sohn  Kincho H. Law 《地震工程与结构动力学》2000,29(8):1131-1152

A Bayesian probabilistic approach for damage detection has been proposed for the continuous monitoring of civil structures (Sohn H, Law KH. Bayesian probabilistic approach for structure damage detection. Earthquake Engineering and Structural Dynamics 1997; 26 :1259–1281). This paper describes the application of the Bayesian approach to predict the location of plastic hinge deformation using the experimental data obtained from the vibration tests of a reinforced‐concrete bridge column. The column was statically pushed incrementally with lateral displacements until a plastic hinge is fully formed at the bottom portion of the column. Vibration tests were performed at different damage stages. The proposed damage detection method was able to locate the damaged region using a simplified analytical model and the modal parameters estimated from the vibration tests, although (1) only the first bending and first torsional modes were estimated from the experimental test data, (2) the locations where the accelerations were measured did not coincide with the degrees of freedom of the analytical model, and (3) there existed discrepancies between the undamaged test structure and the analytical model. The Bayesian framework was able to systematically update the damage probabilities when new test data became available. Better diagnosis was obtained by employing multiple data sets than just by using each test data set separately. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

特殊地质样品中钼同位素分析的化学前处理方法研究     

闻静  张羽旭  温汉捷  朱传威  樊海峰 《岩矿测试》2020,39(1):30-40

Mo同位素的研究在地学领域应用广泛,它可以示踪Mo的全球循环、古海洋氧化还原条件、成矿过程、天体演化过程等。应用多接收电感耦合等离子体质谱法(MC-ICP-MS)分析Mo同位素比值前需对样品进行分离纯化,以富集Mo和去除Zr、Ru、Fe、Mn等干扰元素。处理某些Fe含量特别高且Ca含量也高的特殊地质样品(如含大量黄铁矿的钙质泥岩、钙质页岩等),若根据传统的阴阳离子交换树脂双柱法,需多次使用阳离子交换树脂分离Fe,步骤较繁琐且Mo回收率也会降低,而根据传统的阴离子交换树脂单柱法,使用1mol/L氢氟酸-0.5mol/L盐酸介质会产生较多CaF_2沉淀影响分离纯化效果。针对此类特殊地质样品,本实验使用同一阴离子树脂柱(AG1-X8,100～200目)对样品进行两次淋洗,第一次使用6mol/L盐酸,第二次使用1mol/L氢氟酸-0.1mol/L盐酸和6mol/L盐酸。结果表明Mo的回收率96%,干扰元素的去除效果好,尤其是Ru的去除率接近100%,比原方法提高了约12%。对实际样品进行实验的结果也显示,Mo的回收率和干扰元素的去除都符合要求,δ~(98/95)Mo测定值与文献报道值一致。改进后的阴离子交换树脂单柱-二次淋洗法适用于Fe、Ca含量较高的特殊样品,降低了分析成本,也适用于绝大多数地质样品。  相似文献   

全二维气相色谱-电子捕获检测器测定复杂基质土壤中24种有机氯和拟除虫菊酯类农药     

时磊  孙艳艳  沈小明  吕爱娟  蔡小虎  刘娇  沈加林 《岩矿测试》2020,39(6):856-865

目前针对环境样品中有机氯和拟除虫菊酯类农药的检测方法主要有气相色谱法和气相色谱-质谱法（GC-MS）,由于气相色谱法采用电子捕获检测器从而具有较高的灵敏度,在污染物的环境行为研究中得到广泛应用,GC-MS法的定性效果好,但检测灵敏度相对偏低。本文研究了2018年土壤详查江苏地区样品中有机氯农药和拟除虫菊酯的残留状况,结果显示,即使经过多次净化仍有20%的样品存在假阳性或基质干扰现象。为了提高定性准确度,同时保证检测灵敏度,实验建立了复杂基质土壤中20种有机氯农药和4种拟除虫菊酯的全二维气相色谱-电子捕获检测器检测方法,最终选择中等极性的TG-35MS为第一色谱柱,非极性的（DB-1）为第二色谱柱,将鲜样与无水硫酸钠混合均匀后,以正己烷-丙酮（1：1,V/V）为提取剂进行索氏提取,采用全二维气相色谱-电子捕获检测器进行检测,外标法定量。各物质的质量浓度均在1.0~500μg/L内与其峰面积呈线性关系,相关系数均大于0.995,检出限为0.02~0.17μg/kg。用标准加入法进行回收实验,测得回收率为80.7%~103.5%,测定值的相对标准偏差（n=6）为1.84%~10.12%。本方法将高灵敏度检测器与全二维色谱相结合,在保证检测灵敏度的同时增加了峰容量,有效去除了基质干扰。相比2018年土壤详查参考方法HJ 835—2017的检出限0.02~0.09mg/kg（全扫模式）,本方法检出限显著降低,且操作简单,可为复杂基质样品中的痕量超痕量检测提供参考。  相似文献   

煤层陷落柱多波地震数值模拟与成像研究     

朱广辉  韩建光  谷丙洛 《地质论评》2020,66(3):720-726

陷落柱是煤田勘探开发中常见的地质灾害体,陷落柱的精确探测一直是煤田安全生产研究的重点,单纯依靠常规纵波地震勘探技术难以满足现阶段煤田精细勘探的需求。多波地震勘探技术能够获得纵波和转换波地震资料,提供更丰富的波场信息,且转换波对于埋深较浅的小幅度构造有更高的分辨率,充分利用多分量地震资料可以有效的提高地震勘探的精度。本文将多波地震技术应用到煤层陷落柱研究中,利用数值方法对煤层陷落柱进行多波地震勘探模拟研究,采用弹性波有限差分方法对构建的陷落柱模型进行多分量正演模拟,然后分别对波场分离后的PP波和PS波地震数据进行叠前深度偏移成像测试。通过对两个小尺寸陷落柱模型进行多波地震数值试算表明,多波地震勘探技术是一种有效的煤层陷落柱探测方法,充分利用多波地震资料有利于查明煤层陷落柱构造,对陷落柱取得更好的勘探效果。  相似文献