Advancing fracture fragility assessment of pre-Northridge welded column splices     

Biao Song  Carmine Galasso  Amit Kanvinde 《地震工程与结构动力学》2020,49(2):132-154

A refined probabilistic assessment of seismic demands and fracture capacity of welded column splice (WCS) connections in welded steel moment resisting frames (WSMRFs) is presented. Seismic demand assessment is performed through cloud-based nonlinear time history analysis (NLTHA) for two case-study structures, i.e., a 4- and a 20- story WSMRFs. Results from NLTHA are used to derive fracture fragility of WCS connections. To this aim, the study investigates (1) optimal ground-motion intensity measures for conditioning probabilistic seismic demand models in terms of global (i.e., maximum inter-story drift ratio) and local (i.e., peak tensile stress in the flange of WCSs) engineering demand parameters of WSMRFs; (2) the effect of ground-motion vertical components on the longitudinal flange stress of WCS connections and their resulting fracture fragility; and (3) the effect of WCS capacity uncertainties on the fracture fragility estimates of those connections. For the latter case, an advanced finite element fracture mechanics-based approach proposed by the authors is employed to capture aleatory and epistemic uncertainties affecting fracture capacities. The focus is on pre-Northridge WCS connections featuring partial joint penetration and brittle materials, making them highly vulnerable to seismic fracture. Fracture fragility results for the case-study structures are compared and discussed, highlighting the importance of the considered issues on fragility estimates, particularly in the case of high-rise structures. Findings from the study contribute shedding some light on the influence of seismic demand and capacity uncertainties on the assessment of fracture fragility of WCS connections. These findings can guide similar performance-based assessment exercises for WSMRFs to inform, for instance, the planning and design of retrofitting strategies for those vulnerable connections.  相似文献   

Impact of model free parameters and sea-level rise uncertainties on 20-years shoreline hindcast: the case of Truc Vert beach (SW France)     

Maurizio D'Anna  Déborah Idier  Bruno Castelle  Gonéri Le Cozannet  Jeremy Rohmer  Arthur Robinet 《地球表面变化过程与地形》2020,45(8):1895-1907

Shoreline change is driven by various complex processes interacting at a large range of temporal and spatial scales, making shoreline reconstructions and predictions challenging and uncertain. Despite recent progress in addressing uncertainties related to the physics of sea-level rise, very little effort is made towards understanding and reducing the uncertainties related to wave-driven shoreline response. To fill this gap, the uncertainties associated with the long-term modelling of shoreline change are analysed at a high-energy cross-shore transport dominated site. Using the state-of-the-art LX-Shore shoreline change model, we produce a probabilistic shoreline reconstruction, based on 3000 simulations over the past 20 years at Truc Vert beach, southwest France, whereby sea-level rise rate, depth of closure and three model free parameters are considered uncertain variables. We further address the relative impact of each source of uncertainty on the model results performing a Global Sensitivity Analysis. This analysis shows that the shoreline changes are mainly sensitive to the three parameters of the wave-driven model, but also that the sensitivity to each of these parameters is strongly modulated seasonally and interannually, in relation with wave energy variability, and depends on the time scale of interest. These results have strong implications on the model skill sensitivity to the calibration period as well as for the predictive skill of the model in a context of future climate change affecting wave climate and extremes. © 2020 John Wiley & Sons, Ltd.  相似文献   

盐相关盆地油气地质特征及其勘探认识——以红海盆地为例          下载免费PDF全文

张勇刚  吕福亮  范国章  王彬  李丽  李东  邵大力  杨姣 《盐湖研究》2012,20(1):9-15

全球已发现的工业油气田中与盐系地层有关的约为58%,总结盐相关盆地油气地质特征及其勘探经验,为含盐盆地的油气发现具有非常重要的意义。通过对红海盆地的岩盐发育和分布规律研究、盆地生储盖特征分析及红海盆地实际勘探经验总结,认为含盐盆地具有以下特征:含盐盆地盐系地层发育,岩盐因构造变形可形成多种类型的盐构造,油气勘探应以寻找各种盐构造油气藏为主;含盐盆地盐下易形成高温高压,盐下储层主要为碳酸盐岩和砂岩,这种异常高压对储集层的储集性能是有利的,盐下应以储层类型和圈闭识别为主要勘探目标;含盐盆地地质情况复杂,勘探工程难度大,需加强钻井工程研究;含盐盆地盐下地震成像普遍较差,加强盐下地震处理技术研究,辨别盐下"假构造",是盐盆勘探取得突破的关键。  相似文献   

MEMS型加速度传感器在超高层建筑振动监测中的性能对比测试     

胡荣攀  汪羽凡  王立新  林健富  刘军香  赵贤任 《震灾防御技术》2022,17(2):348-359

为开展MEMS型加速度传感器在超高层建筑振动监测应用中的性能对比测试,选取4种不同类型MEMS型加速度传感器与G1B型力平衡式加速度传感器,将其安装在地王大厦相同测点,对MEMS型、G1B型加速度传感器记录的结构环境振动数据进行时程、频谱和模态频率对比分析,并对其记录的结构地震响应进行时域及频域对比。研究结果表明,不同类型MEMS型加速度传感器仪器噪声均大于G1B型加速度传感器,其中MEMS-I型加速度传感器噪声水平相对较小,与G1B型加速度传感器模态频率识别结果及地震响应监测数据吻合较好,验证了MEMS-I型加速度传感器可较准确地记录到结构强振动响应,适用于超高层建筑日常结构振动监测。  相似文献   

甘新蒙北山地区构造格局及演化   总被引：62，自引：5，他引：62       下载免费PDF全文

左国朝  刘义科  刘春燕 《甘肃地质》2003,12(1):1-15

甘新蒙北山地区地处天山东段、北山及阿拉善地区 ,为古生代哈萨克斯坦板块、塔里木板块和华北板块交汇地带。可分为 7个二级构造单元 (构造区 )、2 6个三级构造单元 (地块、褶皱带 )。该区构造演化史漫长而复杂。太古宙时期 ,是古陆核形成萌芽阶段 ,古元古代初陆壳开始生成 ,出现薄壳结构的宽广的裂陷活动带 ,到了中、新元古代后期显露出板块构造运动 ,新元古代晚期经历重大热事件———晋宁运动 ,发生陆块间汇聚—碰撞并形成了榴辉岩—花岗岩岩浆带。震旦纪在晋宁期的拼合古陆上再一次裂解 ,经历了板块构造演化史。晚古生代 ,本区主体转入板内构造时期 ,以开合构造为主 ,花岗岩浆活动广泛发育。中、新生代进入板内造山和现今的盆山构造格局时期  相似文献   

基于结构相似度的巴丹吉林沙漠地表反照率时空分布特征          下载免费PDF全文

贺鹏  郑新倩  徐立帅  杨帆 《沙漠与绿洲气象(新疆气象)》2021,15(1):111-118

为研究巴丹吉林沙漠地表反照率的变化规律,以MODIS黑空短波地表反照率数据为基础,利用结构相似度(SSIM)算法,分析巴丹吉林沙漠地表反照率时空分布特征。结果表明:时间尺度上不同沙丘类型地表反照率结构相似度,受到风、降水、地表温度和海拔高度影响均表现为春季最大,秋、夏季次之,冬季最小,但结构相似度值域和变化幅度存在明显差异。在空间上,沙丘数量和间距是巴丹吉林沙漠地表反照率变化的主要影响因素,沙丘数量较多且间距较小时,SSIM值偏小,反之则较大。同时沙丘形态简单或相对稳定会减少地表反照率空间差异性。  相似文献   

滇西北红牛—红山铜矿床构造特征与成矿关系研究          下载免费PDF全文

陶兴雄  罗发成  赵成峰  沙志军  廖兴国 《地质找矿论丛》2022,37(3):270-279

红牛—红山铜矿区位于义敦岛弧南段之格咱压性弧，矿床类型为与燕山晚期花岗岩有关的斑岩-矽卡岩型铁铜多金属矿床，矿床规模为大型。通过系统开展矿区构造地质调查，构建矿区"源-运-储-破"构造体系，结果表明，矿区构造格架为沉积构造、侵入构造、褶皱构造及断裂构造等构造系统叠加复合而成。沉积构造系统为主要成矿前赋矿构造，侵入构造系统为成矿前或成矿期导矿、赋矿构造，褶皱构造系统及断裂构造系统具有多期活动特征。断裂构造同时具有压扭性、张扭性及平移断裂等多性质叠加特征，主要呈NW—NNW向展布。成矿前红牛向斜对矿区成矿的空间分布具有决定性作用，矿体均产于红牛向斜中，同时成矿前红山断裂及次级断裂具导矿、配矿、赋矿作用，控制矿区成矿地质体的产出形态及范围，决定成矿的时间和空间范围。成矿期节理裂隙系统丰富了矿区成矿容矿空间，而成矿后断裂及次级小褶皱对矿区矿体进行破坏和改造，形成现今矿床特征。  相似文献