...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Bulletin of earthquake engineering >Seismic design of floor-wall joints of multi-storey CLT buildings to comply with regularity in elevation
【24h】

Seismic design of floor-wall joints of multi-storey CLT buildings to comply with regularity in elevation

机译：多层CLT建筑地板墙关节的地震设计遵守高程规律性

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

The effects of irregularity in elevation of cross-laminated timber buildings have not been fully analysed in literature to provide useful information for the design. In this work, a number of building configurations, regular or irregular in elevation, characterized by a different arrangement per storey of the floor-wall joints have been analysed by means of non-linear dynamic analyses. Comparative results in terms of ratio between the behaviour q-factor of the investigated irregular configurations and that of reference regular ones, show that less dissipative capacity can be expected if the building is irregular due to a disequilibrium among storeys between the actual and the required strength provided by the floor-wall joints. A correlation method to estimate the behaviour q-factor for perfectly regular cross-laminated timber buildings is here presented and extended to in-elevation irregular ones. A new empirical formulation to assess the reliable corrective factor accounting for the irregularity in elevation of cross-laminated timber buildings, according to Eurocode 8 provisions, is also proposed. A final discussion about the implications of in-elevation irregularity on the building design is reported.
机译：在文献中没有完全分析交叉层压木材建筑物升高的影响，以提供设计的有用信息。在这项工作中，通过非线性动态分析分析了许多构建的构造，仰卧的升高，其特征在于每个层壁接头的每个层的不同布置。对调查的不规则配置的行为Q系数与参考常规配置的行为Q系数的比较结果表明，如果建筑物由于实际和所需强度之间的楼层之间的不平衡，则可以预期较少的耗散能力由地板墙接头提供。估计完美常规交叉层叠木结构的行为Q系子的相关方法在这里呈现并扩展到升高的不规则性。还提出了一种新的经验制定，以评估交叉层压木材建筑抬高升高的不规则性因素核算，根据欧元区8条规定，也提出。据报道，关于升高升值对建筑设计的影响的最终讨论。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号