淮北采煤塌陷区小型湖泊轮虫群落结构的季节变化   总被引：2，自引：2，他引：0  

邓道贵  金显文  葛茜  丁建华  陈丽娜  邵元启 《湖泊科学》2012,24(1):111-116

2005年3月至2007年2月对淮北采煤塌陷区两个小型湖泊(南湖和乾隆湖)轮虫的群落结构进行了连续两年的调查.南湖共检测到轮虫9属14种,乾隆湖共计15属27种.乾隆湖轮虫年平均密度为1916 ind./L,约为南湖(198.4 ind./L)的近10倍.乾隆湖和南湖轮虫的最大密度分别为6915和1185 ind./L.在南湖和乾隆湖轮虫的季节动态中,冬、春季以前额犀轮虫为主,夏、秋季以多肢轮虫、异尾轮虫为主.在南湖,长肢多肢轮虫、暗小异尾轮虫和小链巨头轮虫分别占年平均密度的24.4％、24.0％和23.0％.在乾隆湖,暗小异尾轮虫、长肢多肢轮虫和裂痕龟纹轮虫分别占年平均密度的31.5％、27.2％和7.3％.南湖和乾隆湖轮虫的Shannon-Wiener指数范围分别为0～2.06和1.28 ～2.68,平均值分别为0.67和1.99.水温、营养盐和浮游植物生物量对淮北采煤塌陷区小型湖泊轮虫的群落结构具有重要影响.  相似文献   

船舶碰撞中空夹层钢管混凝土导管架平台损伤分析     

商文翰  张纪刚  吴书义  刘菲菲  陈文礼  赵阳 《海洋工程》2023,41(2):22-30

针对船舶与中空夹层钢管混凝土（CFDST）导管架平台碰撞问题,利用ABAQUS/Explicit非线性有限元软件建立中空夹层钢管混凝土导管腿导管架数值模型,对船舶碰撞进行数值模拟,对比分析1 m/s、2 m/s和3 m/s的3种碰撞速度下工况下导管架抗碰撞性能、耗能及损伤。从碰撞力、碰撞区域变形以及导管架能量耗散等方面详细研究中空夹层钢管混凝土导管腿作用下导管架整体的损伤模式和动力响应。结果表明：CFDST导管架在船舶碰撞荷载作用下主要由CFDST导管腿耗能,有效控制了结构整体位移变形,提升了整体刚度,有效发挥平台各构件之间组合耗能,结构抗碰撞能力得到明显提升。  相似文献   

Formation of small scale folds and faults in northern Ohio     

L. De Chant 《Engineering Geology》1998,50(3-4):329-335

Folds and faults in the Devonian shales of the Berea area, Ohio have been analyzed on a small scale (several meters) to determine their method of formation. A simple elastic model has been developed to account for stress concentration due to lithostatic pressures induced by local relief. This analytical model is then coupled to the beam–column buckling stability theory. The possibility of failure due to faulting is also examined using the Coulomb criterion. Initial results indicate that local stresses due to topography are a probable cause of these structures, though the possible role of regional tectonic effects cannot be eliminated. The state of the local stress field and the possibility of seismic events have important implications for surface and subsurface design problems.  相似文献   

海洋平台结构抗震可靠性时程分析方法   总被引：3，自引：0，他引：3  

李海波  吴映栋 《海洋工程》2004,22(2):46-50

将地震运动视为随机过程,建立海洋平台结构在地震作用任一时刻基于剪切变形控制的极限状态方程,应用JC法计算海洋平台结构在地震作用任一时刻的可靠度,得到海洋平台结构抗震可靠度的时程曲线。该方法可满足工程设计的要求,便于工程应用。  相似文献   

Estimation of seismic drift demands for frame structures     

Akshay Gupta  Helmut Krawinkler 《地震工程与结构动力学》2000,29(9):1287-1305

A process is outlined and evaluated for the estimation of seismic roof and storey drift demands for frame structures from the spectral displacement demand at the first mode period of the structure. The spectral displacement demand is related to the roof drift demand for the multi‐degree‐of‐freedom (MDOF) structure using three modification factors, accounting for MDOF effects, inelasticity effects, and P‐delta effects. Median values and measures of dispersion for the factors are obtained from elastic and inelastic time history analyses of nine steel moment resisting frame structures subjected to sets of ground motions representative of different hazard levels. The roof drift demand is related to the storey drift demands, with the results being strongly dependent on the number of stories and the ground motion characteristics. The relationships proposed in this paper should prove useful in the conceptual design phase, in estimating deformation demands for performance assessment, and in improving basic understanding of seismic behaviour. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

Modified sliding‐mode bang–bang control for seismically excited linear structures     

Guo‐ping Cai  Jin‐zhi Huang  Feng Sun  Chao Wang 《地震工程与结构动力学》2000,29(11):1647-1657

Recently, sliding‐mode control (SMC) methods have been investigated for application to seismically excited civil engineering structures and have proved to be effective control strategic methods. On the other hand, although another class of well‐known optimal control laws, the so‐called ‘bang–bang’ control, has been investigated for several decades, their potential in civil engineering structural control has not been fully exploited. The purpose of this paper is to present a new control law for civil engineering structures, which is the sliding‐mode bang–bang control (SMBBC). The SMBBC method is a combination of the SMC and the bang–bang control. In consideration of actuators not suitable for high‐speed switching of control forces in the SMBBC in practice, modified sliding‐mode bang–bang control (MSMBBC) law is proposed and demonstrated to be able to provide the same control effects as the SMBBC case. Condition modified sliding‐mode bang–bang control (CMSMBBC) law is also investigated in this paper. In the CMSMBBC case, actuators act only when response quantities exceed some designated threshold values. The determination method of maximum control‐forces for actuators is investigated through example computation. The performance and robustness of the proposed control methods are all demonstrated by numerical simulation. Simulation results demonstrate that the presented methods are viable and an attractive control strategy for application to seismically excited linear structures. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

江苏海岸辐射沙洲地层中大直径钢管桩基础承载性能试验研究     

吴荣辉  叶锦峰  骆光杰  沈晓雷  张强 《海洋工程》2021,39(1):121-132

江苏海岸辐射沙洲是江苏重要的海上风电规划区域,该海域的地层资料和试桩资料极为缺乏。通过钢管桩的现场静荷载试验,对江苏海岸辐射沙洲地层中大直径钢管桩基础承载性能进行研究,以揭示各地层的主要承载性能参数。试桩结果表明,江苏海岸辐射沙洲地层中钢管桩实际的轴向极限承载力明显小于高应变动测结果,只有高应变动测结果的79.09%。总侧摩擦阻力占总承载力的95.61%,而桩端阻力只占总承载力的4.39%。桩内土对管壁的侧摩阻力作用很小,主要是桩外土对管壁的侧摩阻力在发挥作用。辐射沙洲地层中粉土夹粉质黏土的承载性能一般,不适应作为钢管桩的持力层。轴向抗压静载试验得到的极限侧摩阻力高于静力触探的测试结果和API法的计算值。浅部砂层实际的极限水平土体抗力高于API法计算值,在水平荷载作用下上部砂层的p-y曲线具有明显软化效应,土体的软化效应在设计时需进行考虑。  相似文献   

斜向波作用下防波堤衔接段块体的稳定性和沉箱结构上波浪力试验研究     

戈龙仔  栾英妮  陈汉宝  刘海源 《海洋通报》2021,40(1)

在斜向波浪作用下,防波堤结构衔接段会产生波能集中、壅水和漩涡等复杂的水动力情况,对该区域块体稳定性和沉箱结构产生极不利的影响,本文开展了三维整体波浪物理试验研究,以揭示不同角度斜向波与块体稳定性和沉箱结构受力敏感性的关系。同时将得到的试验结果与规范公式计算结果进行比较分析,得出两者之间的差异性。试验结果可为工程设计中结构安全系数取值提供技术支撑,也可为将来相关规程或规范关于块体稳定重量和直立结构受力计算式的修订完善提供基础数据。  相似文献   

多龄期钢框架时变损伤模型研究   总被引：2，自引：0，他引：2       下载免费PDF全文

郑山锁  张晓辉  黄威曾  赵旭冉  孙乐彬 《地震工程学报》2018,40(3):389-397

对3种不同厚度的钢材标准试件进行酸性大气环境气雾加速腐蚀试验,并对锈蚀后的试件进行单向拉伸试验,得到钢材力学性能随失重率的衰变规律。同时考虑构件截面削弱与材料力学性能降低,建立不同锈蚀程度下的钢框架有限元分析模型,利用非线性静力推覆分析得到锈蚀钢框架结构的整体初始刚度随锈蚀程度增大的退化规律,以表征结构因锈蚀造成的损伤。提出同时反映最大变形效应和累积耗能效应的双参数结构整体地震损伤模型,并在此损伤模型的基础上集合钢材材性试验结果及有限元分析结果,提出适用于锈蚀钢结构的"时变"损伤模型。对比分析以层间位移角及时变损伤模型为性能指标建立的不同龄期钢框架结构的地震易损性曲线,结果表明:随着锈蚀程度的增加,在相同地震动强度下结构超越某一极限状态的失效概率均增大。  相似文献   

基于小比例缩尺模型结构试验的小型钢架反力墙优化设计与力学性能分析     

孙柏涛  姜琪  闫培雷 《震灾防御技术》2018,13(4):869-877

为了降低模型制作加工成本和节约试验空间,开展结构缩尺比例小于1:10的小模型结构抗震试验。目前,国内相关的试验设备较少,本文将参考大型反力墙的结构形式,研究小型钢架反力墙,并对其进行优化设计和力学性能分析,为后续的制作加工提供理论依据。  相似文献