2007대한건축학회 학술발표대회 논문집 - 구조계Requires access

고층 벽식 구조물의 횡변위 제어 능력 평가

이유미, 정재형, 정철규, 유석형, 신성우

Open publisher page 0 citations

Abstract

Shear wall system with outrigger, most popular structural system for controlling lateral displacement of tall buildings, is core wall, outriggers, external walls, internal walls, and partition walls called structural elements. The studies on the capacities of outrigger and core wall have been advanced. However structural elements except for that have no practical and economic guidelines for adequate design to resist lateral loads. On this account, it is necessary to investigate the effects of interaction of each wall element to lateral displacement. In this study, thickness of structural wall as well as core wall, outrigger, interaction of each wall, and design strength are used as design variables. Analysis of example structures which are a plane figure on Y type and 60 stories shear wall-outrigger system were performed and compared top drift along design variables. As results, structural elements are effective factors to control lateral displacement and core wall-external wall integration is optimum system.

About this research paper

What this paper is about

Shear wall system with outrigger, most popular structural system for controlling lateral displacement of tall buildings, is core wall, outriggers, external walls, internal walls, and partition walls called structural elements. The studies on the capacities of outrigger and core wall have been advanced. However structural elements except for that have no practical and economic guidelines for adequate design to resist lateral loads. On this account, it is necessary to investigate the effects of interaction of each wall element to lateral displacement. In this study, thickness of structural wall as well as core wall, outrigger, interaction of each wall, and design strength are used as design variables. Analysis of example structures which are a plane figure on Y type and 60 stories shear wall-outrigger system were performed and compared top drift along design variables. As results, structural elements are effective factors to control lateral displacement and core wall-external wall integration is optimum system.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Shear wall system with outrigger, most popular structural system for controlling lateral displacement of tall buildings, is core wall, outriggers, external walls, internal walls, and partition walls called structural elements. The studies on the capacities of outrigger and core wall have been advanced. However structural elements except for that have no practical and economic guidelines for adequate design to resist lateral loads. On this account, it is necessary to investigate the effects of interaction of each wall element to lateral displacement. In this study, thickness of structural wall as well as core wall, outrigger, interaction of each wall, and design strength are used as design variables. Analysis of example structures which are a plane figure on Y type and 60 stories shear wall-outrigger system were performed and compared top drift along design variables. As results, structural elements are effective factors to control lateral displacement and core wall-external wall integration is optimum system.

Key concepts: Outrigger, Shear wall, Structural engineering, Structural system, Displacement (psychology), Core (optical fiber), Lateral wall, Engineering

Back to paper searchBrowse research topicsOriginal source
고층 벽식 구조물의 횡변위 제어 능력 평가 — Research Paper | ScholarLens