• Search Research Projects
  • Search Researchers
  • How to Use
  1. Back to project page

2014 Fiscal Year Final Research Report

Creation of Evaluation Method for Deformation Capacity in Prestressed Concrete Members Focusing on Different Limit States

Research Project

  • PDF
Project/Area Number 24560693
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeMulti-year Fund
Section一般
Research Field Building structures/materials
Research InstitutionTokyo Metropolitan University

Principal Investigator

KITAYAMA Kazuhiro  首都大学東京, 都市環境科学研究科, 教授 (70204922)

Project Period (FY) 2012-04-01 – 2015-03-31
Keywordsプレストレスト・コンクリート部材 / 限界状態 / 変形性能評価 / 復元力特性 / 曲げ
Outline of Final Research Achievements

Prestressed reinforced concrete (PRC) interior beam-column-slab subassemblage specimens with transverse beams were tested under cyclic load reversals to evaluate deformation capacity of a PRC frame during earthquake excitation focusing on different limit states. Deformation capacity at peak flexural strength for a PRC beam were also researched based on recent proposal. Effect of both a contribution ratio of post-tensioning tendons to beam ultimate bending capacity and bond condition along PC tendons around concrete on structural behavior of a T-shaped beam in a PRC frame was indicated quantitatively by laboratory tests. The accuracy of beam deformation capacity estimated by the recent proposal at peak flexural strength was inferior. Additional deformation caused by pull-out of beam longitudinal bars and PC tendons from a beam-column joint should be considered in an explicit way.

Free Research Field

建築構造学

URL: 

Published: 2016-06-03  

Information User Guide FAQ News Terms of Use Attribution of KAKENHI

Powered by NII kakenhi