• Title/Summary/Keyword: 아웃리거 구조

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Analysis of Lateral Behavior in Core and Offset Outrigger System (코어 및 오프셋 아웃리거 구조시스템의 수평거동에 대한 분석)

  • Kim, Hyong-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.25 no.4
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    • pp.1-11
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    • 2021
  • The research intended to understand the lateral behavior in core and offset outrigger system. To achieve this goal, a structural analysis and design of 70 stories building was carried out by making use of MIDAS-Gen. And the primary parameters of this analysis were the stiffness of outrigger and the location of outrigger in plan. On the basis of the analysis results, we analyzed the lateral behavior of structural elements such as slab, outrigger and exterior columns in core and offset outrigger. In this analysis research, it is indicated that the stiffness of outrigger and the outrigger location in plan had an any impact on lateral behavior in outrigger system of tall building. Specially, slab stresses in core outrigger system were highly distributed in the slab near the outrigger system to connect shear walls and exterior columns while slab stresses in offset outrigger system were highly distributed in the slab between the outrigger system and shear walls. Also the study results can be of significant help to obtaining the engineering data for the reasonable structure design of the high-rise outrigger system.

The Element Stiffness Ratio and Outrigger Locations for Optimum Design Model in Preliminary Design of Outrigger Structures by G.A. (G.A.를 이용한 아웃리거 시스템의 초기설계단계에서 부재 강성비 및 아웃리거 위치 최적화에 관한 연구)

  • Lee, Eun-Seok;Choi, Se-Woon;Park, Hyo-Seon
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.721-724
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    • 2010
  • 아웃리거 시스템은 고층건물의 구조설계 시에 횡변위를 제어하기 위해 사용되는 가장 효율적이고 널리 사용되는 구조시스템 중 하나이다. 아웃리거는 설치 위치의 최적성에 따라 횡변위 제어효과에 상당한 차이가 있으며, 1970년대 이후부터 아웃리거의 최적위치에 관한 연구가 활발히 진행되어 왔다. 아웃리거의 최적위치는 구조물의 전단벽, 아웃리거, 외각기둥의 요소간 강성비에 따라 변하는 값이므로, 아웃리거 시스템의 횡변위는 요소간 강성비와 아웃리거 위치 모두에 의해 영향을 받는다. 따라서 초기구조설계 단계에서 아웃리거의 위치에 대한 결정과, 각 요소간 강성비의 선택은, 전체 구조 시스템의 효율성에 상당한 영향을 미치게 된다. 하지만 아웃리거 시스템의 최적 효율을 보장하면서, 구조물의 초기 설계 시에 참고할 수 있는, 아웃리거의 최적위치와 요소간 강성비에 대한 연구는 미흡한 실정이다. 따라서 본 연구에서는 GA(genetic algorithm)을 이용하여 초기 설계 시에 참고할 수 있는 고층건물의 횡변위를 최소로 하는, 아웃리거의 최적 위치 및 요소간 강성비에 대한 연구를 진행하고자 한다. 이를 위해 시공된 예제 건물에 적용을 통해 그 효과를 검증해 본다.

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Selection of Sectional Dimensions and Outrigger Locations of Outrigger Structure Based on Optimum Design Using G.A (GA를 이용한 최적설계 기반 아웃리거 시스템 구조물의 부재 단면 및 아웃리거 위치 선정)

  • Lee, Eun-Seok;Choi, Se-Woon;Park, Hyo-Seon
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2011.04a
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    • pp.702-705
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    • 2011
  • 본 논문에서는 초고층 전단벽-아웃리거 시스템에 대해, 기존의 근사해석법과 유전알고리즘을 이용하여, 물량최적설계 기반의 구성요소 단면 및 아웃리거 최적위치 결정에 관해 연구를 진행하였다. 아웃리거 시스템의 최적성은 아웃리거의 위치와 아웃리거 시스템을 구성하는 전단벽-아웃리거, 외곽기둥의 단면 성능의 복잡한 관계에 의해 역학적으로 결정된다. 하지만 기존의 아웃리거 시스템의 최적화 연구는 대부분 전단벽과 아웃리거, 외곽기둥의 단면은 고정된 상태에서, 아웃리거의 위치만 설계변수로 하여 아웃리거의 최적위치를 찾는 연구에 국한되어 있다. 이에 본 연구에서는 G.A.를 이용하여, 아웃리거 설치위치뿐만 아니라 전단벽과 아웃리거, 외곽기둥의 단면까지 설계변수로 하여 물량최적설계 조건을 만족시키는 아웃리거시스템의 최적설계 연구를 진행하였다. 또한 반복 계산의 시간을 줄이기 위해 기존의 근사해석법을 사용하였다. 본 연구의 결과는 초고층 구조물의 초기 설계 시에 구성요소의 단면 및 아웃리거 설치 층의 선정에 적극 활용될 수 있을 것이다.

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Comparative Analysis on Influence of Structure Elements on Optimal Location of One-Outrigger System (단일 아웃리거 구조시스템의 최적위치에 미치는 구조요소의 영향에 대한 비교분석)

  • Kim, Hyong-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.19 no.2
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    • pp.22-32
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    • 2015
  • This study intended to analyze an influence of the structure elements on the optimal location for one-outrigger system in tall building by using MIDAS-Gen. In this investigation, the analysis parameters were the outrigger position and the stiffness of main structure elements such as shear walls, outrigger systems, exterior columns connected in outrigger system and frames not to be connected in outrigger system. For the objective of finding out the optimal location for one-outrigger system in high-rise building, we studied the lateral displacement in top level of 80 stories building. The results of this study indicated that the outrigger location and the stiffness of main structure elements such as shear walls, outrigger systems, exterior columns connected in outrigger system and frames not to be connected in outrigger system had an influence on the optimal location of one-outrigger system. In addition, it is showed that the research results can be very useful in obtaining the structure design data for looking for the optimal location of one-outrigger system in high-rise building.

Investigation of Optimal Outrigger Location of High-rise Offset Outrigger System (초고층 오프셋 아웃리거 구조시스템의 최적 아웃리거 위치에 대한 탐색)

  • Kim, Hyong-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.21 no.6
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    • pp.16-24
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    • 2017
  • The purpose of this paper is to search the optimal location of offset outrigger system in high-rise building after a structural schematic design of 80 stories building was conducted, making use of MIDAS-Gen. In this research, the key factors of analysis study were column stiffness, outrigger position in plan and outrigger location in height. For the aim of finding out the optimum position of offset outrigger system in tall building, we studied the lateral displacement in top floor which is the very essential variables in the structural design of high-rise building. The results of study showed that the column stiffness, the outrigger location in plan and outrigger location in height had an effect on the optimal position of outrigger system. Also, it is indicated that the research results can be useful in acquiring the structural design materials for seeking the optimum position of offset outrigger system in tall building.

Modified Proposal for Optimal Location of Offset Outrigger System in High-rise Building (초고층 오프셋 아웃리거 구조의 최적 위치에 대한 수정제안)

  • Kim, Hyong-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.24 no.5
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    • pp.37-44
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    • 2020
  • This research aimed to propose the more proper equation than the leading and existing equations to predict the optimum location of offset outrigger. In this study, a 79 existing models of offset outrigger system were examined. And the key factors in the existing offset outrigger models were the stiffness of shear wall and offset outrigger system, the stiffness of exterior column connected in offset outrigger, the frame stiffness, the ratios of lateral stiffness of frame in shear wall-frame structures, and all that. This paper proposed the modified equation of predicting the optimal location of offset outrigger system. Additionally, the findings of this study provided the important structure engineering materials of the optimal offset outrigger position in tall building.

Lateral Behavior in Outrigger System of Tall Building Considering Floor Diaphragm (바닥 격막을 고려한 초고층 아웃리거 구조시스템의 수평거동)

  • Kim, Hyong-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.22 no.6
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    • pp.45-52
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    • 2018
  • The paper aimed to find out the lateral behavior of outrigger system in high-rise building considering floor diaphragm. To achieve this goal, a structural schematic design of 80 stories building was conducted by utilizing MIDAS-Gen. In this research, the key parameters of the structure analysis were the outrigger location in plan, the slab stiffness, the outrigger stiffness and the kind of diaphragm. For the purpose of this study, we analyzed and studied the lateral displacement in top floor, the story drift and the stress in slab. The research results indicated that the outrigger location in plan, the slab stiffness, the outrigger stiffness and the kind of diaphragm had an effect on lateral behavior in outrigger system of tall building. And the results of this analysis research can provided the assistance in getting the basic data of structure design for looking for the lateral behavior of outrigger system in the high-rise building.

Effect of Cap Truss on Optimal Outrigger Location in Tall Building (초고층건물에서 아웃리거 구조의 최적위치에 대한 캡 트러스가 미치는 영향)

  • Kim, Hyong-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.17 no.6
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    • pp.40-49
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    • 2013
  • This study purposed to investigate the optimal outrigger location in tall building with cap truss after a structural schematic design of 80 stories building was performed by using MIDAS-Gen. In this paper, the main parameters of structural analysis were the outrigger location and stiffness of main structural elements (outrigger, exterior column, shear wall etc). In order to search the optimal outrigger position in high-rise building with cap truss, we analysed and examined the lateral displacement of top floor which is one of the very important considering factors of tall building structural design. The paper results indicated that the outrigger location and the stiffness of main structural elements such as outrigger, exterior column and shear wall had an effect on the optimal outrigger location. And it is verified that the study results provided the basic engineering data for fixing the most optimal outrigger location for minimizing the lateral displacement of tall building.

Proposal for Optimal Position of Offset Outrigger System (오프셋 아웃리거 구조시스템의 최적 위치에 대한 제안)

  • Kim, Hyong-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.6
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    • pp.84-91
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    • 2019
  • For the goal of the proposal for optimum position of offset outrigger system, a structural schematic design of 70 stories building was carried out, using the general structure analysis program of MIDAS-Gen. In this research, the primary factors of this analysis research were the shear wall stiffness, the frame stiffness, the outrigger stiffness, the stiffness of column linked in outrigger system, etc. To achieve the aim of this study, we analyzed and studied the lateral displacement in top level, the force distribution of outrigger, the existing model of optimal outrigger location, and so on. This paper proposed the optimal position of offset outrigger system. Furthermore it is considered that the study results can be useful in getting the structure engineering data for seeking the optimal position of offset outrigger in the tall building.

Effect of Shear Wall Stiffness on Optimal Location of Core and Offset Outrigger Considering Floor Diaphragm (바닥 격막을 고려한 코어 및 오프셋 아웃리거 구조의 최적위치에 대한 전단벽 강성의 영향)

  • Kim, Hyong-Kee
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.5
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    • pp.37-47
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    • 2019
  • The study purposed to investigate the optimal location of core and offset outrigger system considering floor diaphragm. To accomplish this aim, a structure design of 70 stories building was performed by using MIDAS-Gen. And the leading factors of the analysis research were the slab stiffness, the stiffness of shear wall and the outrigger position in plan. Based on the analysis results, we analyzed and studied the influences of the shear wall stiffness and the slab stiffness on optimal location of core and offset outrigger considering floor diaphragm. The results of the analysis study indicated whether the slab stiffness, the stiffness of shear wall and the outrigger position in plan had an any impact on optimal location in outrigger system of tall building. Also the paper results can give help in getting the structural engineering materials for looking for the optimal position of outrigger system in the high-rise building.