The salt decay of medieval bricks at a vault in Brarup Church,Denmark

This paper presents an investigation of the decay of bricks in the chancel vault of Brarup Church located close to the Baltic Sea at the island of Falster in Denmark. The aim of the work was to study a peculiar phenomenon in order to prescribe appropriate treatment. Although protected by a lime plaster, some bricks were pulverized up to 50 mm deep from the topside. The decay occurred in a random pattern over the structure, with undamaged bricks positioned next to deteriorated bricks. The brick structure was investigated by Mercury Intrusion Porosiometry. All bricks had a majority of pores in the range 1–10 μm, but the decayed bricks also had a fraction of pores with a diameter less than 100 nm. The difference may be due to a lower firing temperature, or it may be a consequence of the salt decay. Salt analysis proved that the deteriorated bricks were contaminated with sodium chloride, which could have degraded the brick structure. However, the powdering of the bricks may be caused by the precipitation of gypsum, which was found in the brick powder but not in the deteriorated brick itself. According to calculations with the computer program RUNSALT, the precipitation of gypsum is much influenced by the presence of sodium chloride. The gypsum precipitates due to changes in temperature between 0 and 30°C and variations in relative humidity between 75 and 95%. Seasonal climatic changes in the attic were measured to cover this interval. Perhaps sodium chloride acted as a catalyst that facilitated the accumulation and precipitation of gypsum at the topside of the bricks. A sacrificial plaster, which is the traditional treatment for salt contaminated structures, would not prevent such decay.     

钢筋混凝土框架砖填充墙结构抗震性能的研究

本文介绍了一个１／３比例框架填充墙结构模型模拟地震振动台试验，研究了结构动力特性与反应特征，提出了钢筋混凝土框架砖填充墙结构层间刚度与抗力的简化估计方法和公式，同时进行了多层框架填充墙结构的弹塑性动力反应分析并结合试验模型将计算结果与试验结果进行比较。     

砖木、砖石结构建筑闪电分流系数研究

随着经济的发展,我国对高层建筑,以及智能建筑物的防雷很重视,具体的防雷措施也做的很到位.但相对于一些古建筑物来说,特别是砖木,砖石结构建筑,在防雷方面却没有引起足够的重视,现阶段能够大量保存的砖木、砖石结构建筑大部分都是具有重要历史、艺术、科学价值的革命遗址、纪念建筑物、古文化遗址、古城址、古窑址、古墓葬、古建筑、石窟寺、古民居、石刻等文物,因此对这些建筑的防雷措施应该更加重视.本文做了关于砖木、砖石结构建筑闪电分流系数研究,仅供参考,希望对砖木、砖石建筑物雷电防护工作起到一定的作用.     

新疆巴楚-伽师6.8级地震极灾区砖结构房屋震害特点及分析

重点介绍了新疆巴楚—伽师6.8级地震极灾区琼库尔恰克乡政府所在地砖结构房屋的破坏情况。选择有代表性的建筑物,根据现场测绘、调查的资料,从建筑、结构及施工等方面参照相关国家标准分析震害原因,总结抗震经验,提出满足抗震设计一般规定和采取简单构造措施,即能保障砖结构房屋的抗震性能。     

云南宁洱6.4级地震砖混结构房屋震害调查与分析

本文根据地震现场考察情况,介绍了2007年6月3日云南省普洱市宁洱县6.4级地震造成的砖混结构房屋的破坏情况,归纳总结了这类结构房屋的震害特征,分析了其破坏原因,并对砖混结构房屋抗震设计与施工提出了建设性建议。     

任意形状截面双向偏心受压砌体构件计算探讨

结构设计规范中有关单向偏心受压砌体构件的计算方法和材料力学的一般原理，对任意形状面双向偏心、受压砌体构件的计算方法进行了探讨，给出了相应的计算公式。     

试论砖瓦粘土企业的现状与发展趋势

本文阐述了廊坊市砖瓦粘土企业的发展现状,分析了其发展趋势,提出了加快地方经济发展的合理化建议。     

浅谈山东省的砖瓦粘土替代资源

山东省因烧制砖瓦破坏的耕地多达1千余公顷，本文从论述开发利用砖瓦粘土替代资源的意义人手，系统分析了砖瓦粘土替代资源的评价指标和山东省砖瓦粘土替代资源的分布及质量特征，从而为下一步评价、开发同类矿山提供了参考依据。     

克拉玛依市多层砖混住宅阳台的结构可靠度计算

介绍了克拉玛依市多层砖混结构住宅两种阳台的结构特点与计算模型，在此基础上对阳台的可靠度进行验算，认为虽然阳台的强度储备尚在安全范围之内，但应按照“概念设计”的思想对阳台进行可靠性分析及确定维修加固方案。     

常时微动观测在砖混结构建筑群振动特性及抗震能力快速判断中的应用

城市建筑群中砖混结构建筑数量众多,抗震性能较弱,在地震中的破损率较高,逐一进行抗震性能测定难度巨大。本文提出基于常时微动观测的城市砖混结构建筑群抗震性能快速评价方法,提供初步的决策参考建议,适用于在大范围城市建筑群中快捷地筛选易损建筑。选取呼和浩特市区331栋砖混结构建筑物进行振动特性分析,分别建立适用于研究区域建筑物长轴和短轴平均共振周期与建筑物楼层数的回归关系,作为衡量研究区砖混结构建筑群抗震能力的快速判断标准。筛选出82栋抗震能力较弱的易损建筑,其中24栋为重点关注对象,主要分布于人口较为密集的老旧城区,多为4层（含）以上住宅类型,建筑年代较为久远,具有面临潜在地震危害的风险,为下一步有针对性地进行抗震加固和防震减灾工作提供参考依据。