Effects of strong nonlinearity of ground around piles or improved soil on seismic response of building supported by piles under very strong seismic motion

被引：0

作者：

Xing, Shuang ^{[1
]}

Kashiwa, Hisatoshi ^{[2
]}

Nakano, Takaharu ^{[1
]}

Miyamoto, Yuji ^{[1
]}

机构：

[1] Dept. of Architecture Eng., Div. of Global Architecture, Graduate School of Eng., Japan

[2] Building Research Institute, Japan

来源：

Journal of Structural and Construction Engineering | 2015年 / 80卷 / 710期

关键词：

Seismic response - Soils;

D O I：

10.3130/aijs.80.583

中图分类号：

学科分类号：

摘要：

引用

页码：583 / 591

共 48 条

[41] Relation between evaluation of seismic response and damage of a reinforced concrete super high-rise residential building on poor ground -study on strong motion records during the 2011 off the pacific coast of tohoku earthquake -
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[48] Evaluation of flexural deformation of a super high-rise RC building based on strong motion and microtremor records and seismic response analysis of a three-dimensional frame model; [強震記録と微動計測記録および 3 次元フレームモデルの地震応答解析に基づく超高層 RC 造建物の全体曲げ変形評価]
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