利用设计信息和微震颤测量,考虑非结构元素的木结构房屋初始刚度估算方法

IF 0.8 0 ARCHITECTURE
Shinta Yoshitomi, Takahiro Sada, Takuro Habara
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引用次数: 0

摘要

本文将之前提出的钢结构住宅楼层刚度估算方法推广到木结构住宅楼层刚度估算中,并根据现有的设计信息,即楼层重量、墙体类型、墙体长度和墙体开口类型,考虑了非结构墙体。利用几栋新建建筑的微震测量数据来确定刚度估算函数的未知模型参数,从而使特征频率的估算误差最小化。所提出的方法可以同时估算同一规格的墙体构件的标准刚度以及墙体开口和墙体形状的影响。通过测量 19 栋木结构住宅的实际微震颤记录以及墙体类型和墙体长度的图纸信息,检验了所提方法的有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Initial stiffness estimation method for wooden house considering non-structural elements using design information and microtremor measurement

Initial stiffness estimation method for wooden house considering non-structural elements using design information and microtremor measurement

In this paper, a previously proposed method for story stiffness estimation of steel residential house is extended to estimate story stiffness of wooden residential houses considering non-structural walls based on the available design information, that is, story weights, wall type, wall length, and wall opening type. Microtremor measurement data of several newly constructed buildings are used to determine unknown model parameters of stiffness estimation function, which minimize the estimation error of eigen frequency. The proposed method can simultaneously estimate the standard stiffness of wall element common to the same specification and the effects of wall opening and wall shape. The validity of the proposed method is examined by using measured actual microtremor records and drawing information of wall types and wall lengths of 19 wooden residential houses.

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来源期刊
CiteScore
1.20
自引率
11.10%
发文量
58
审稿时长
15 weeks
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