鋼板補強による耐震補強の事例 （旧逓信省下関電信局電話課庁舎）

長坂 健太郎; 津村 泰範

doi:10.3130/aijt.17.825

AIJ Journal of Technology and Design

Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463

Materials and Construction

A SEISMIC RETROFIT BY STEEL PLATE WALL

(Former Shimonoseki Telephone Office)

Kentaro NAGASAKA, Yasunori TSUMURA

Author information

Keywords: Steel shear wall, Seismic strengthening, Brick, 2/3 scale test, Important cultural properties

JOURNAL FREE ACCESS

2011 Volume 17 Issue 37 Pages 825-828

DOI https://doi.org/10.3130/aijt.17.825

Details

Abstract

In Shimonoseki, there is a building of former telephone office. It was constructed in 1914, and it was a RC rigid-frame structure, using brick wall. This is a renewal project of this building to a museum and seismic retrofit in the same time. Base on result of 2/3 scale experiment, limit criteria of combined steel shear wall and former brick wall is decided. In this report, structural design method of this building and using style of 2/3 scale test result is reported.