Open Journal of Earthquake Research

Vol.6 No.4(2017), Paper ID 79193, 10 pages

DOI:10.4236/ojer.2017.64009

 

The Effective Buckling Length on Numerical Study of Pipe-Sectioned Pier-Pile Integral Steel Structure

 

Takayuki Omori, Akira Kasai, Rei Kohara

 

Oversea Division, Oriental Consultants Co., Ltd, Tokyo, Japan
Oversea Division, Oriental Consultants Co., Ltd, Tokyo, Japan
Oversea Division, Oriental Consultants Co., Ltd, Tokyo, Japan

 

Copyright © 2017 Takayuki Omori, Akira Kasai, Rei Kohara et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

 

How to Cite this Article


Omori, T. , Kasai, A. and Kohara, R. (2017) The Effective Buckling Length on Numerical Study of Pipe-Sectioned Pier-Pile Integral Steel Structure. Open Journal of Earthquake Research, 6, 159-167. doi: 10.4236/ojer.2017.64009.

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