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A platform for research: civil engineering, architecture and urbanism
WINDPROOF DESIGN METHOD OF LOG WALL, WINDPROOF DESIGN PROGRAM OF LOG WALL, AND STORAGE MEDIUM
To provide a building heightened in windproof strength by appropriately arranging members to allow design against surface external force suppressed in deformation of a log wall.SOLUTION: In a windproof design method of a log wall, multiple resistance members resisting against wind pressure caused on the log wall are arranged inside the log wall or adjacent to the log wall, the log wall is divided into multiple walls ("windproof design walls"), surface exterior stress caused on every windproof design wall of the log wall is calculated, a value found by calculation of the allowable stress of the resistance members or by experiments is set, and the presence or absence of the insufficient total allowable stresses of the multiple resistance members arranged to the windproof design wall against the surface exterior force of the windproof design wall is determined for all of the windproof design walls.SELECTED DRAWING: Figure 7
【課題】ログ壁の変形を抑制した面外力に対する設計が可能となるように、適切に部材を配置することで耐風強度を上げた建物を提供する。【解決手段】前記ログ壁に生じる風圧に抵抗する抵抗部材を前記ログ壁の内部又は前記ログ壁に隣接して複数配置し、前記ログ壁を耐風設計用に複数の壁（以下、「耐風設計用壁」とする。）に分割し、前記ログ壁の前記耐風設計用壁毎に生じる風圧による面外応力を算出し、前記抵抗部材の許容応力を算出又は実験で求めた値を設定し、前記耐風設計用壁に配置された複数の前記抵抗部材の許容応力の合計が前記耐風設計用壁の面外力に対して不足の有無を全ての前記耐風設計用壁で判断することを特徴とする。【選択図】図７
WINDPROOF DESIGN METHOD OF LOG WALL, WINDPROOF DESIGN PROGRAM OF LOG WALL, AND STORAGE MEDIUM
To provide a building heightened in windproof strength by appropriately arranging members to allow design against surface external force suppressed in deformation of a log wall.SOLUTION: In a windproof design method of a log wall, multiple resistance members resisting against wind pressure caused on the log wall are arranged inside the log wall or adjacent to the log wall, the log wall is divided into multiple walls ("windproof design walls"), surface exterior stress caused on every windproof design wall of the log wall is calculated, a value found by calculation of the allowable stress of the resistance members or by experiments is set, and the presence or absence of the insufficient total allowable stresses of the multiple resistance members arranged to the windproof design wall against the surface exterior force of the windproof design wall is determined for all of the windproof design walls.SELECTED DRAWING: Figure 7
【課題】ログ壁の変形を抑制した面外力に対する設計が可能となるように、適切に部材を配置することで耐風強度を上げた建物を提供する。【解決手段】前記ログ壁に生じる風圧に抵抗する抵抗部材を前記ログ壁の内部又は前記ログ壁に隣接して複数配置し、前記ログ壁を耐風設計用に複数の壁（以下、「耐風設計用壁」とする。）に分割し、前記ログ壁の前記耐風設計用壁毎に生じる風圧による面外応力を算出し、前記抵抗部材の許容応力を算出又は実験で求めた値を設定し、前記耐風設計用壁に配置された複数の前記抵抗部材の許容応力の合計が前記耐風設計用壁の面外力に対して不足の有無を全ての前記耐風設計用壁で判断することを特徴とする。【選択図】図７
WINDPROOF DESIGN METHOD OF LOG WALL, WINDPROOF DESIGN PROGRAM OF LOG WALL, AND STORAGE MEDIUM
ログ壁の耐風設計方法、ログ壁の耐風設計プログラム及び記憶媒体
HARADA YOSHIHIDE (author) / OKABE MASAAKI (author)
2021-02-18
Patent
Electronic Resource
Japanese
| European Patent Office | 2024