2021年日本福岛7.3级地震铁路系统震害与启示

2021年2月13日日本福岛县发生了M7.3级地震,造成了大量铁路基础设施破坏。介绍了铁路系统在此次地震中的震害和应急修复情况,总结了震害的典型特征及启示。通过与2011年东日本大地震进行比较,从土木结构和电气设施两方面对铁路系统震害特点进行了分析,从抗震韧性角度讨论了此次地震应急修复方法与策略,总结了日本铁路设施抗震的经验和对我国铁路设施抗震的启示。分析表明:支柱折断、支柱开裂倾斜、架空电线拉断和定位设施损坏为铁路电气设施常见震害;土木结构方面,随着地震强度的增大,可能伴有轨道变形、挡块开裂、梁端破坏、横系梁开裂甚至墩柱损伤的发生。从震害现象的比较中,可以看出东日本大地震以来的维修加固措施是有成效的。     

Complex relationships between salt type and rock properties in a durability experiment of multiple salt–rock treatments

A laboratory salt weathering experiment was performed using five salts to attack eight types of rocks to determine the relative significance of rock durability and salt aggressivity to salt crystallization damage. The influence of individual rock properties on the salt susceptibility of the rocks was also evaluated. To study the relation between pore characteristics, salt uptake, and damage, the pre‐ and post‐experiment pore size distributions of the rocks were also examined. It is observed that both salt type and rock properties influenced the damage pattern. The durability ranking of the rocks became significantly altered with the salt type while the variation in salt efficacy ranking with rock type was less pronounced. Of the five salts used, sodium chloride and aluminium sulfate were invariably ineffective with all rock types while sodium carbonate, sodium sulfate, and magnesium sulfate, were markedly more effective in damaging most types of rock used. Of the rock properties investigated, the microporosity (of pores smaller than 0·05 or 0·1 µm) showed the most significant influence on deterioration of the rocks associated with salt crystallization, whereas microporosity of pores smaller than 5 µm played a more important role in salt uptake. Pore size distribution was thus the key factor controlling salt uptake and damage. Rocks with a large number of pores (<5 µm) and a high proportion of pores (<0·05 or 0·1 µm) were particularly susceptible to salt crystallization damage. However, anomalies arose that could not be explained in terms of rock properties or salt efficacy alone. Overall, the relative influences of salt type/efficacy and rock type/properties on salt damage propensity were not clear enough to draw a reasonable conclusion. Salt crystallization damage appears to be influenced by the individual interactions between salts and rocks, which could explain the anomalous results. Copyright © 2009 John Wiley & Sons, Ltd.     

Hysteretic energy dissipation capacity and the cyclic to monotonic drift ratio for rectangular RC columns in flexure

Predictions of energy dissipation capacity and of the deterioration of deformation capacity due to cumulative damage have been made by means of a non‐parametric empirical approach, called the conditional average estimator method, using empirical data on rectangular reinforced concrete columns that failed in flexure. Five input parameters were used: axial load index, index related to confinement, shear span index, concrete compressive strength, and longitudinal reinforcement index. The energy capacity was expressed in three different normalized forms and the deterioration of deformation capacity was defined as the ratio of the cyclic to the monotonic ultimate drift. The longitudinal reinforcement index, the index related to confinement, and the axial load index are the most influential input parameters in the case of energy capacity, whereas the latter two indices exhibit the most significant influence in the case of the drift ratio. Energy capacity decreases with an increasing axial load index, whereas it increases with increasing longitudinal reinforcement and with better confinement. In the case of the shear span index, the trend is more complex. Normal concrete has a higher energy dissipation capacity than high‐strength concrete. Similar trends are observed for the drift ratio, with the exception of the influence of the axial load index, where the trend is opposite. The dispersion of the results is high. Copyright © 2008 John Wiley & Sons, Ltd.     

Damage identification of a 3D full scale steel–concrete composite structure with partial‐strength joints at different pseudo‐dynamic load levels

Partial‐strength composite steel–concrete moment‐resisting (MR) frame structures represent an open research field in seismic design from both a theoretical and an experimental standpoint. Among experimental techniques, vibration testing is a well‐known and powerful technique for damage detection, localization and quantification, where actual modal parameters of a structure at different states can be determined from test data by using system identification methods. However, the identification of semi‐rigid connections in framed structures is limited, and hence this paper focuses on a series of vibration experiments that were carried out on a realistic MR frame structure, following the application of pseudo‐dynamic and quasi‐static cyclic loadings at the European laboratory for structural assessment of the Joint Research Centre at Ispra, Italy, with the scope of understanding the structural behaviour and identifying changes in the dynamic response. From the forced vibration response, natural frequencies, damping ratios, modal displacements and rotations were extracted using the circle fitting technique. These modal parameters were used for local and global damage identification by updating a 3D finite element model of the intact structure. The identified results were then correlated with observations performed on the structure to understand further the underlying damage mechanisms. Finally, the latin hypercube sampling technique, a variant of the Monte Carlo method, was employed in order to study the sensitivity of the updated parameters of the 3D model to noise on the modal inputs. Copyright © 2009 John Wiley & Sons, Ltd.     

汶川地震砌体结构的震害与改进砌体结构抗震性能的途径和方法

介绍了汶川8级地震中砌体结构房屋的震害情况,归纳分析了砌体结构房屋在地震中的震害特征及其原因,总结出了砌体结构抗震“选材合理、整体设计、注重细节、确保质量”的总体原则,提出了采用“高宽比”来设计窗间墙的宽度、房屋底层中部加设圈梁的建议,讨论了采用隔震技术、墙体开缝耗能、“隐形构造柱”和“捆绑”抗震、设置减震缝及耗能砂浆抗震技术来改进砌体结构抗震性能的新途径和新方法,最后对砌体结构的发展提出了建议。     

基于时域相关分析的结构损伤指数

阐述了一种基于时域相关分析的结构损伤指数,并进行了该指数的实验研究,目的是探讨一种对损伤敏感的损伤识别方法。试验模型为具有4根柱子的2层钢框架,模型通过底部4根桩埋在土壤里。在底层柱顶端设置缺口代表损伤,设计了2种损伤,有限元数值模拟分析得到的基频变化率分别为0.42%和0.94%。采用激振器对底板进行正弦激励,激励频率为25Hz。利用顶板和中板响应计算该损伤指数,绘制了损伤指数及其变化率与结构损伤程度的关系曲线。结果显示,该指数对损伤敏感,具有进行损伤判定与标定的潜力。     

唐山大地震震害分布研究

利用唐山大地震后对7772个自然村的实际震害调查数据,研究了唐山地震灾区的主要震害及其与地震烈度的关系、人员死亡率与建筑物倒塌率的地域分布,揭示出唐山大地震震害的实际状况与分布规律。探讨了研究成果的实用性。     

银川台形变数字化观测干扰识别

收集整理了宁夏回族自治区银川台形变数字化观测固体潮分钟值资料,论述了抽水、降雨、大风、进人、仪器调零、断电或者电压不稳定以及其它仪器故障等因素对形变数字化高频记录的影响及其机理,为利用数字化资料及时识别干扰、准确捕捉地震短临异常提供了可借鉴的实例。     

Temporal development of the 1999 intrusive episode in the Eyjafjallajökull volcano, Iceland, derived from InSAR images

Eyjafjallajökull volcano, located in southern Iceland, is characterized by its quiet nature. Only about a handful of earthquakes associated with the volcanic system had been detected prior to the 1990s. Earthquake swarms did, however, occur in 1994 and 1999. Here we investigate the spatio-temporal evolution of a magmatic intrusion associated with the 1999 earthquake swarm via analysis of produced surface deformation. A series of interferometric synthetic aperture radar (InSAR) images, spanning various periods of the intrusion, show that in 1999 surface deformation occurred mainly on the southern flanks of the volcano. The deformation amounts to more than 20 cm of range change. Inverse modeling resolves the deformation source to be a sill intrusion at 6.3 km depth. Sill opening was up to 1 m and the total intruded volume amounts to ～0.03 km³. The InSAR data display a migration of the center of deformation through time, enabling us to create time-dependant sill-opening models. Furthermore, we investigate the spatio-temporal distribution of earthquakes and find that the distribution supports the InSAR derived model and additionally provides indications for a possible site of a feeder channel. Magmatic flow-rate estimates indicate an initial intrusion rate of 4–6 m³/s, declining over a few weeks.     

基于模态分析和神经网络的裂缝损伤识别

提出了裂缝损伤诊断的神经网络方法,探讨了用模态技术和神经网络对混凝土结构裂缝损伤进行识别与定位的方法。文中以一简支矩形截面梁为研究对象,通过完好结构和损伤结构的有限元分析,获取两者的损伤标识量,输入BP神经网络训练。以损伤位置和裂缝高度作为输出参数,对其进行单处损伤定位的研究。数值仿真结果表明,采用神经网络方法可以对裂缝做出较好的诊断。