Seismic response and nonlinear characteristics of pile‐soil springs in structures supported by pile group in granular soil on sloping bedrock-Reference-Cited by-同舟云学术

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Seismic response and nonlinear characteristics of pile‐soil springs in structures supported by pile group in granular soil on sloping bedrock

Published:2022-11-19 Issue:1 Volume:6 Page:
ISSN:2475-8876
Container-title:JAPAN ARCHITECTURAL REVIEW
language:en
Short-container-title:Japan Architectural Review

Author:

Nakano Takaharu¹^ORCID,Miyamoto Yuji²³^ORCID

Affiliation:

1. Division of Global Architecture, Department of Architectural Engineering, Graduate School of Engineering Osaka University Osaka Japan

2. Department of Architecture and Civil Engineering Fukui University of Technology Fukui Japan

3. Osaka University Osaka Japan

Funder

Japan Society for the Promotion of Science

Heiwa Nakajima Foundation

Publisher

Wiley

Subject

General Medicine

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/2475-8876.12314

Reference34 articles.

1. BUILDING DAMAGE ASSOCIATED WITH GEOTECHNICAL PROBLEMS

2. SIMULATION ANALYSIS ABOUT DAMAGED STRUCTURE SUPPORTED BY PILES IN HEAVILY DAMAGED ZONE DURING THE 1995 HYOGOKEN-NAMBU EARTHQUAKE

3. NONLINEAR SOIL-STRUCTURE INTERACTION OF MASHIKI TOWN OFFICE SUBJECTED TO CONTINUOUS STRONG MOTIONS DURING THE 2016 KUMAMOTO EARTHQUAKE

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Shaking table test for a building model supported by the pile group on a sloping bedrock;Japanese Geotechnical Society Special Publication;2024

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