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A platform for research: civil engineering, architecture and urbanism
ASEISMATIC DESIGN METHOD OF RC FRAME HAVING WOODY WALL
To provide an aseismatic design method of an RC frame having a woody wall which can appropriately evaluate and calculate horizontal strength and deformation performance, when a woody wall member is installed in an RC frame structure.SOLUTION: There is provided an aseismatic design method of an RC frame 1 which includes an RC frame 2 composed of upper and lower beams 22a and 22b of reinforced concrete, and right and left columns 21a and 21b of the reinforced concrete, and a woody wall (CLT wall 3) installed inside the RC frame 2, wherein when the woody wall (CLT wall 3) is rotationally deformed inside the RC frame 2, horizontal strength of the RC frame 1 is calculated as restoring force PWOOD of the woody wall (CLT wall 3) on the basis of axial force generated by restricting the rotational deformation with the upper and lower beams 22a and 22b.SELECTED DRAWING: Figure 1
【課題】木質壁部材をＲＣフレーム構造内に設置した場合に、水平耐力や変形性能を適切に評価・計算できる、木質壁を備えたＲＣ架構の耐震設計方法を提供する。【解決手段】鉄筋コンクリートの上下の梁２２ａ、２２ｂ、及び、鉄筋コンクリートの左右の柱２１ａ、２１ｂによって構成されるＲＣフレーム２と、ＲＣフレーム２の内側に設置される木質壁（ＣＬＴ壁３）と、を備える、ＲＣ架構１の耐震設計方法であって、ＲＣ架構１の水平耐力が、ＲＣフレーム２の内側で木質壁（ＣＬＴ壁３）が回転変形する際に、上下の梁２２ａ、２２ｂが回転変形を拘束することで生じる軸力に基づいて、木質壁（ＣＬＴ壁３）の復元力ＰＷＯＯＤとして計算されることを特徴としている。【選択図】図１
ASEISMATIC DESIGN METHOD OF RC FRAME HAVING WOODY WALL
To provide an aseismatic design method of an RC frame having a woody wall which can appropriately evaluate and calculate horizontal strength and deformation performance, when a woody wall member is installed in an RC frame structure.SOLUTION: There is provided an aseismatic design method of an RC frame 1 which includes an RC frame 2 composed of upper and lower beams 22a and 22b of reinforced concrete, and right and left columns 21a and 21b of the reinforced concrete, and a woody wall (CLT wall 3) installed inside the RC frame 2, wherein when the woody wall (CLT wall 3) is rotationally deformed inside the RC frame 2, horizontal strength of the RC frame 1 is calculated as restoring force PWOOD of the woody wall (CLT wall 3) on the basis of axial force generated by restricting the rotational deformation with the upper and lower beams 22a and 22b.SELECTED DRAWING: Figure 1
【課題】木質壁部材をＲＣフレーム構造内に設置した場合に、水平耐力や変形性能を適切に評価・計算できる、木質壁を備えたＲＣ架構の耐震設計方法を提供する。【解決手段】鉄筋コンクリートの上下の梁２２ａ、２２ｂ、及び、鉄筋コンクリートの左右の柱２１ａ、２１ｂによって構成されるＲＣフレーム２と、ＲＣフレーム２の内側に設置される木質壁（ＣＬＴ壁３）と、を備える、ＲＣ架構１の耐震設計方法であって、ＲＣ架構１の水平耐力が、ＲＣフレーム２の内側で木質壁（ＣＬＴ壁３）が回転変形する際に、上下の梁２２ａ、２２ｂが回転変形を拘束することで生じる軸力に基づいて、木質壁（ＣＬＴ壁３）の復元力ＰＷＯＯＤとして計算されることを特徴としている。【選択図】図１
ASEISMATIC DESIGN METHOD OF RC FRAME HAVING WOODY WALL
木質壁を備えたＲＣ架構の耐震設計方法
ISODA HIROSHI (author) / SANADA YASUSHI (author) / OTA TSUTOMU (author) / SAKOTA TAKESHI (author) / TAKAHATA SHINJI (author) / SAKO HIROKO (author) / KIKUCHI NORIE (author)
2023-12-07
Patent
Electronic Resource
Japanese
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