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首页> 外文期刊>Holz als Roh- und Werkstoff >Shake table tests on a full-scale timber-frame building with gypsum fibre boards
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Shake table tests on a full-scale timber-frame building with gypsum fibre boards

机译:使用石膏纤维板的大型木结构建筑的振动台测试

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摘要

This paper describes the main outcomes of a shake table test on a full-scale light-timber framed building carried out within the framework of the SERIES project at National Laboratory of Civil Engineering (Lisbon, Portugal) in coordination with the University of Trento (Trento, Italy). The specimen was a single family house with a 7 x 5 m(2) footprint and a maximum height of 7.65 m. The walls were sheathed only with gypsum-fibre boards (GFB). The seismic tests were performed by scaling a natural earthquake from 0.07 g up to 0.66 g in two different stages. In the first stage, the building was characterized by its design geometry, whereas in the latter stage, the sheathing panels of five external walls at ground level were removed in order to reduce the racking capacity of the building. Precious and interesting data were found from the experimental results to investigate the seismic capacity of light-frame buildings sheathed with GFB. A comparison between the un-weakened and weakened specimen was also performed.
机译:本文描述了在土木工程国家实验室(葡萄牙里斯本)与特伦托大学(特伦托)合作开展的SERIES项目框架内,对全尺寸轻木结构房屋进行振动台测试的主要结果, 意大利)。标本是一间单户住宅,占地面积为7 x 5 m(2),最大高度为7.65 m。墙壁仅用石膏纤维板(GFB)覆盖。通过在两个不同阶段将自然地震从0.07 g扩展到0.66 g进行地震测试。在第一阶段,建筑物的特征是其设计几何形状,而在第二阶段,则拆除了地面上的五个外墙的护壁板,以减少建筑物的货架容量。从实验结果中发现了宝贵而有趣的数据,以研究装有GFB的轻型建筑物的抗震能力。还对未减弱和减弱的样本进行了比较。

著录项

  • 来源
    《Holz als Roh- und Werkstoff》 |2016年第3期|425-442|共18页
  • 作者单位

    Univ Trento, Dept Civil Environm & Mech Engn, Trento, Italy;

    Univ Trento, Dept Civil Environm & Mech Engn, Trento, Italy;

    Univ Trento, Dept Civil Environm & Mech Engn, Trento, Italy;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
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