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首页> 外文期刊>The structural design of tall buildings >PERFORMANCE OF DRYWALL SHEAR WALLS: UC IRVINE AND CSU SAN JOSE TESTS
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PERFORMANCE OF DRYWALL SHEAR WALLS: UC IRVINE AND CSU SAN JOSE TESTS

机译:干燥墙剪力墙的性能:UC IRVINE和CSU圣何塞测试

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摘要

A wealth of data has become available since 2001 about the performance of drywall shear walls under cyclic loading. Drywalls and stucco are the only earthquake lateral force-resisting system in many existing residential buildings, especially single-family homes built in the 1970s and earlier. This paper takes a closer look at the actual laboratory cycle-by-cycle data from three test programs and uses them to clarify the meaning of significant damage in regard to gypsum-sheathed shear walls. This paper can be viewed as an extension of the valuable information in the reports by the original authors with a focus on the interpretation and use of the test data for the evaluation of damage to existing wood-frame buildings. Analysis of the data considers the strength loss observed between the initial and later cycles when the wall is loaded to a certain displacement and shows that a loss of strength does occur. In this regard the paper can also be valuable to others working on performance based design development. The last section of the paper also considers the case where a wall might be repaired after the first cyclic loading protocol and loaded again after the repairs.
机译:自2001年以来,已有大量有关循环荷载下干墙剪力墙性能的数据。在许多现有的住宅建筑中,尤其是在1970年代及更早时期建造的单户住宅中,干墙和灰泥是唯一的抗地震横向力系统。本文仔细研究了来自三个测试程序的实际实验室逐周期数据,并使用它们来阐明石膏护套剪力墙重大损坏的含义。原始作者可以将本文视为报告中有价值信息的扩展,重点在于测试数据的解释和使用,以评估对现有木结构建筑物的破坏。数据分析考虑了当壁被加载到一定位移时在初始周期和后续周期之间观察到的强度损失,并表明确实发生了强度损失。在这方面,本文对于从事基于性能的设计开发的其他人员也可能有价值。本文的最后一部分还考虑了可能在第一个循环加载协议之后对墙进行修复并在修复后再次加载的情况。

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  • 来源
    《The structural design of tall buildings》 |2010年第3期|309-345|共37页
  • 作者单位

    Weidlinger Associates~? Inc., Marina del Rey, California, USA;

    Weidlinger Associates~? Inc., Marina del Rey, California, USA;

    Weidlinger Associates~? Inc., Marina del Rey, California, USA;

    Weidlinger Associates~? Inc., Marina del Rey, California, USA;

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