Earticle

초록

영어

Voided slabs is by means to reduce slabs dead loads which curtails the amount perpendicular structural members and seismic loads by controlling the concrete loads. This research paper analyses the flexural behaviour of one- way voided slabs in relation to hallow and aspect ratios. For this flexural behavior of one-way voided slabs analyses, I’ve set the model variables of hollow ratio up to 50% by 0%-5% unit, aspect ratio up to 2.0 by 1.0-0.1 unit and used a general structure analysis programme to model a 3D one-way voided slabs. The results displayed a moderate drooping of hollow ratio above 35% and not much considerate alteration to aspect ratio. An appropriate level of hollow ratio seems to be 20-35% from this research.

목차

Abstract
 1. 서론
  1.1 연구의 목적
 2. 예제 구조물의 개요
  2.1 예제 중공슬래브 설정 및 정적하중의 적용
 3. 처짐 분석
  3.1 조합하중에 따른 최대 처짐량
 4. 결론
 참고문헌

저자

• 윤성욱 [ Yoon, Sung-wook | 영남대학교 건축학부 건축공학전공 4학년 ]
• 강주원 [ Kang, Joo-Won | 영남대학교 건축공학과 교수, 공학박사 ]

참고문헌