An Investigation of the Ground Motion Scaling Procedures for the Nonlinear Seismic Analyses of Concrete Gravity Dams

Seismic assessment of gravity dams is generally carried out using time history analyses. Scaling of the motions is commonly used; however, in contrast to buildings, the performance of scaling procedures at predicting the mean and reducing the dispersion in engineering demand parameters (EDPs) is not known. The main goal of this study is to assess the performance of different scaling procedures in predicting seismic demands on dams. The performance regarding the prediction of the damage and the required number of motions for effective analysis was investigated. The results show that techniques commonly used for moment frames should not readily be applied to these structures.     

对大型土遗址的植物病害研究——以西安阿房宫遗址为例

在植物对土遗址作用的研究中,鲜有就真实的遗址来展开调查,以及讨论植物给土遗址带来的负作用及其机理。为此,本研究选取西安地区大型土遗址秦阿房宫为研究对象,利用现场调查结合样带法、图像分析法并采集土样,开展对遗址区植物分布、根系产生的裂隙和土壤环境的研究。结果表明:造成土遗址病害现象的主要原因为植物根系作用,加之雨蚀、风化作用及人为破坏的叠加作用,使遗址保存面临严重威胁;其中酸枣、臭椿等萌生树种所产生的根劈裂隙及植物根系对土壤环境的影响十分明显。现存土遗址由植物以及风雨作用而引发的主要病害,其类型包含了边缘夯土的基础掏蚀、洞穴遗存、开裂坍塌、冲沟发育、表面剥蚀,这些是阿房宫遗址面临的主要威胁,也是半干旱地区土遗址存在的特有问题。研究结果既有助于揭示植被对土遗址的作用机理,又能为土遗址保护的植物选择提供理论依据和技术支撑。     

玉门花海毕家滩棺板《晋律注》的保护修复研究

玉门花海毕家滩出土的《晋律注》是裱糊在棺板外侧的纸本文书,因埋藏环境复杂及年代久远等各种原因,文物整体保存状况极为不佳。棺板存在残缺、断裂等多种病害,而外侧的纸本文书降解更为严重,已达到触之即粉的状态。为了使文物的完整性得以体现及能够得达到展陈的基本要求,在对棺板木材进行种属鉴定及特征分析的基础上,在文物保护基本原则与理念的指导下,对棺板进行了病害调查、清洗、粘接及加固,对外侧文书进行了内容识读、原料种类鉴定。经过保护处理使得棺板的整体性得到了体现,达到了展陈的基本要求。原料分析结果显示外侧的纸本文书为皮浆纤维,因此该文书是目前为止出土为数不多的魏晋时期以皮浆为原料的纸质实物,这对甘肃河西地区造纸原料发展的研究提供了珍贵的资料。     

新冠肺炎疫情背景下关于博物馆使用消毒剂的思考

针对博物馆空间相对封闭、人流聚集、人与文物共存等特点,消毒剂的使用既要关注人(工作人员和观众)也要顾及物(文物或艺术品)。对人及其相关,《消毒剂使用指南》就适用范围、注意事项,已有充分说明。本研究只针对文物:立足文物科技保护角度的文物材质分类法;根据有效成分分类的消毒剂种类及其有损文物的显著化学特性;消毒剂对文物损害的机理及其后果三个方面与同行交流。在疫情防控的特殊阶段,为了保护文物安全,博物馆同行必须对各类消毒剂特性有全面了解,合理规范使用消毒剂,防止不当使用对文物造成损害,这也是文物预防性保护工作的重要方面。     

南方地区古建筑木结构的整体性残损点指标研究

古建筑木结构的残损点指标是对古建筑木结构进行结构安全评估和加固修缮设计的重要指标,目前主要依据1992年制定的《古建筑木结构维护与加固技术规范》(GB 50165—92)中的规定,为了对该规范中的构架整体性残损点指标进行验证和补充,本研究通过对南方地区传统的穿斗木构体系和抬梁木构体系的典型榫卯节点和构架的试验研究,得出两种木构体系结构的整体性关键残损点指标,并与GB 50165—92规范进行比较分析。结果表明:规范规定的抬梁式木构架和穿斗式木构架的局部倾斜残损点比试验结果小,规范值偏于安全。规范中规定的抬梁式木构架梁柱榫卯连接残损点略小于试验结果,规范值偏于安全;而规范中规定的穿斗式木构架梁柱榫卯连接残损点对于燕尾榫穿斗木构而言是安全的,但对于透榫穿斗木构而言,则是不安全的。     

Performance of Degrading Reinforced Concrete Frame Systems Under the Tohoku and Christchurch Earthquake Sequences

Field investigations after the recent Tohoku and Christchurch earthquakes reported failure of structural systems due to multiple earthquakes. In most failure cases the reported damage was mainly due to dramatic loss of stiffness and strength of structural elements as a result of material deterioration due to repeated earthquake loading. This study aims to investigate the degrading behavior of reinforced concrete frame systems subjected to Tohoku and Christchurch earthquake sequences. Numerical models of RC frames that incorporate damage features are established and inelastic response history analyses are conducted. The results presented in this study indicate that multiple earthquake effects are significant.     

西汉早期柿园墓四神云气图壁画保护研究（一）——历史与现状调查

壁画保护研究,多集中在正面的保护以及揭取方法和材料的选用。对壁画揭取选用材料性能的系统研究甚少。而对已揭取壁画的破坏与保护的研究更少。已揭取壁画的破坏包含壁画原有的破坏和揭取所用材料蜕变引发的破坏。已揭取壁画具有结构体系的复杂性和破坏类型的多样性,其破坏类型往往是交织在一起的。对此类壁画的保护修复应建立在全面调查、系统研究的理论框架上。其研究内容涉及多学科以及多类型材料和方法的综合运用,其调查内容,也须从壁画制作工艺、材料、环境、破坏类型、原有保护材料以及材料相互作用等方面界定。本工作对西汉早期柿园墓四神云气图壁画的历史状况和现状进行了全面调查。调查结果无疑对后续的研究、对认识壁画的破坏形式和性质具有重要的作用,更有助于实施对古代壁画的科学保护和修复。     

汶川地震导致的古建筑震害

为了解汶川地震造成的古建筑震害及对古建筑的保护,根据古建筑震害资料,通过归纳方法,获得了古建筑不同的震害症状：对木结构而言,主要有地基破坏、柱底侧移、柱身倾斜、节点拔榫、装修开裂、梁架歪闪、瓦件掉落、填充墙破坏等;而砖石及砖木结构由于承重材料的抗拉、压、剪强度相对较差,容易产生倒塌等严重震害。在此基础上,通过勘查分析方法,获得了古建筑产生震害的主要原因：地震力过大、古建筑缺乏及时保养与加固、施工原因及砖石材料本身强度差的原因等。针对不同的震害原因,提出了相应的抗震加固建议。在上述工作基础上,得出如下结论：为提高古建筑的抗震性能,应加强对古建筑的维护与加固,及时清除各种隐患,将地震产生的破坏减小到最轻的程度。     

Cumulative Ductility Spectra for Seismic Design of Ductile Structures Subjected to Long Duration Motions: Concept and Theoretical Background

A seismic design procedure that does not take into account the maximum and cumulative plastic deformation demands that a structure will likely undergo during severe ground motion could lead to unreliable performance. Damage models that quantify the severity of repeated plastic cycling through plastic energy are simple tools that can be used for practical seismic design. The concept of constant cumulative ductility strength spectra, developed from one such model, is a useful tool for performance-based seismic design. Particularly, constant cumulative ductility strength spectra can be used to identify cases in which low-cycle fatigue may become a design issue, and provides quantitative means to estimate the design lateral strength that should be provided to a structure to adequately control its cumulative plastic deformation demands during seismic response. Design expressions can be offered to estimate the strength reduction factors associated to the practical use of constant cumulative ductility strength spectra.     

DAMAGE AND DUCTILITY DEMAND SPECTRA ASSESSMENT OF HYSTERETIC DEGRADING SYSTEMS SUBJECT TO STOCHASTIC SEISMIC LOADS

Damage phenomena observed in structures subject to intense seismic events are the result of stiffness and strength degradation. This paper studies the damage assessment of hysteretic degrading structures described by means of the Bouc-Wen model, modified to represent the mechanical degradation induced by severe earthquakes. In order to consider randomness of seismic action, the analysis is performed by adopting a stochastic approach and the Park and Ang damage functional is also evaluated in stochastic way. A parametric analysis is carried out with the aim to analyse the effect of mechanical characteristics and measure parameters of earthquake intensity on seismic response and damage level. Damage spectra are finally obtained and they are used to develop, on the basis of the Performance Based Seismic Design, ductility demand spectra.