コンクリート工学年次大会 2015(千葉)

講演情報

第37回コンクリート工学講演会(B.構造・設計) » 柱

柱Ⅱ

2015年7月14日(火) 15:30 〜 17:45 第5会場 (3F 303号室)

[2026] EFFECT OF MATERIAL MODELS ON NUMERICAL RESULT OF A FLEXURE-SHEAR-CRITICAL RC COLUMN

座長(土木):井口重信
座長(建築):加藤大介
講演者:李文聰
(福岡大学 Department of Architecure)

キーワード:flexure-shear-critical RC column, material model, OpenSees, shear limit curve, VecTor2

Predicting the inelastic hysteretic behavior of shear-critical or flexure-shear-critical RC columns still remains challenging. In this paper, two numerical modelling methods for a flexure-shear-critical RC column are evaluated. One is based on fiber-section element with lumped shear spring characterized by shear limit curve in OpenSees; the effects of hysteretic behavior for longitudinal reinforcement on the numerical results are investigated. The other is modelled with continuum element based on the MCFT/DSFM using VecTor2. Both methods can predict the shear-related hysteretic behavior of the RC column, if appropriate models are provided.