 
|
|
|
シマザキ カズシ
Shimazaki Kazushi 島﨑 和司 所属 神奈川大学 建築学部 建築学科 神奈川大学大学院 工学研究科 建築学専攻 職種 教授 |
|
| 言語種別 | 日本語 |
| 発行・発表の年月 | 2012/09 |
| 形態種別 | その他 |
| 標題 | Experimental Study on 3-Dimensional Reinforced Concrete Core Wall for Super High Rise Buildings |
| 執筆形態 | 共著 |
| 掲載誌名 | 15th World Conference on Earthquake Engineering |
| 著者・共著者 | T. MATSUURA, T. MATSUMOTO, K. Shimazaki |
| 概要 | A structural system using a coupled reinforced concrete (RC) U-shaped core wall, which carries the majority of seismic lateral forces, improves the design flexibility of super-high-rise RC condominium. This experimental study is composed of two test series using the design strength of 60 MPa concrete. The first test is 'lateral loading test' of three 1/10-scale RC core walls, which evaluates the influence of the horizontal loading angle (0, 45, 90 degrees) on the wall capacity design. The second one is 'uni-axial loading test' of extracted core wall elements (i.e. corner, web and edge), which assesses the axial compressive capacity of confined and non-confined concrete. By means of the moment-curvature biaxial analysis with the fiber model, considering the confined concrete characteristics, confined region and the hinge length, it was possible to evaluate the flexural deformation component of the lateral loading test results. |
Copyright © Kanagawa University. All Rights Reserved.