高層建築物に用いる連層耐震壁の配筋ディテールの提案
書誌事項
- タイトル別名
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- PROPOSAL OF PROPORTIONING METHOD FOR LONGITUDINAL AND TRANSVERSE REINFORCEMENT IN MULTI-STORY FLEXURAL WALL IN HIGH-RISE BUILDING
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The purpose of this paper is to propose a new and simple method for proportioning longitudinal and transverse reinforcement of multi-story flexural walls in a high-rise building. The approach is consisted of two phases. The first phase is to determine the load-deformation curve of a wall by a static nonlinear analysis assuming the wall as a cantilever with the height from the bottom to the inflection point, which is derived from a preliminary linear time-history analysis of the building. The static nonlinear analysis is based on the material stress-strain properties. Enhancement of load and deformation capacities by confinement of concrete is taken into consideration. The second phase is providing and detailing longitudinal and transverse reinforcement based on a required load and deformation capacities of the wall. The proposed method is applied to a 30-story building with four L-section core walls at the center to provide the wall with the required load and deformation capacities.
収録刊行物
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- 構造工学論文集.B
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構造工学論文集.B (57), 637-644, 2011-03-25
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1570009752981457152
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- NII論文ID
- 110009706490
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- NII書誌ID
- AN10249636
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- ISSN
- 09108033
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- 本文言語コード
- ja
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- データソース種別
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- CiNii Articles