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A platform for research: civil engineering, architecture and urbanism
SEISMIC RESPONSE ANALYSIS SYSTEM OF WOODEN BUILDING, SEISMIC RESPONSE ANALYSIS PROGRAM OF WOODEN BUILDING AND RECORDING MEDIUM RECORDING PROGRAM
To provide a system capable of performing seismic response analysis of a wooden building by simple input, without depending on experts.SOLUTION: A seismic response analysis system of a wooden building comprises: first means for selecting and inputting a lightweight roof or a heavyweight roof; second means for inputting a floor area; third means for calculating mass by a signal from the first and second means; fourth means for inputting the number of bearing elements such as a brace and a plywood; fifth means for receiving the signal from the fourth means, and calculating at least one of initial rigidity of the wooden building, break point load, a rigidity reduction rate, and an attenuation constant; and sixth means for receiving the signal from the third and fifth means, and calculating at least a maximum interlayer displacement in X, Y each direction.SELECTED DRAWING: Figure 2
【課題】 専門家によらずとも、単純な入力で木造建物の地震応答解析が可能なシステムを提供する。【解決手段】 本発明の木造建物の地震応答解析システムは、軽い屋根か重い屋根かを選択して入力する第１の手段と、床面積を入力する第２の手段と、前記第１及び第２の手段からの信号により質量を演算する第３の手段と、筋かいや合板などの耐力要素の数を入力する第４の手段と、前記第４の手段よりの信号を受け、前記木造建物の初期剛性、折れ点荷重、剛性低下率、減衰定数の少なくともいずれかを演算する第５の手段と、前記第３及び前記第５の手段からの信号を受け、少なくともＸ，Ｙ各方向の最大層間変位を演算する第６の手段と、を備えることを特徴とする。【選択図】図２
SEISMIC RESPONSE ANALYSIS SYSTEM OF WOODEN BUILDING, SEISMIC RESPONSE ANALYSIS PROGRAM OF WOODEN BUILDING AND RECORDING MEDIUM RECORDING PROGRAM
To provide a system capable of performing seismic response analysis of a wooden building by simple input, without depending on experts.SOLUTION: A seismic response analysis system of a wooden building comprises: first means for selecting and inputting a lightweight roof or a heavyweight roof; second means for inputting a floor area; third means for calculating mass by a signal from the first and second means; fourth means for inputting the number of bearing elements such as a brace and a plywood; fifth means for receiving the signal from the fourth means, and calculating at least one of initial rigidity of the wooden building, break point load, a rigidity reduction rate, and an attenuation constant; and sixth means for receiving the signal from the third and fifth means, and calculating at least a maximum interlayer displacement in X, Y each direction.SELECTED DRAWING: Figure 2
【課題】 専門家によらずとも、単純な入力で木造建物の地震応答解析が可能なシステムを提供する。【解決手段】 本発明の木造建物の地震応答解析システムは、軽い屋根か重い屋根かを選択して入力する第１の手段と、床面積を入力する第２の手段と、前記第１及び第２の手段からの信号により質量を演算する第３の手段と、筋かいや合板などの耐力要素の数を入力する第４の手段と、前記第４の手段よりの信号を受け、前記木造建物の初期剛性、折れ点荷重、剛性低下率、減衰定数の少なくともいずれかを演算する第５の手段と、前記第３及び前記第５の手段からの信号を受け、少なくともＸ，Ｙ各方向の最大層間変位を演算する第６の手段と、を備えることを特徴とする。【選択図】図２
SEISMIC RESPONSE ANALYSIS SYSTEM OF WOODEN BUILDING, SEISMIC RESPONSE ANALYSIS PROGRAM OF WOODEN BUILDING AND RECORDING MEDIUM RECORDING PROGRAM
木造建物の地震応答解析システム並びに木造建物の地震応答解析プログラム及び該プログラムを記録した記録媒体
FURUTA TOMOMOTO (author) / NAKAO KATATO (author) / YAMADA TAKESHI (author) / FUKUNAGA TOMOYA (author)
2023-03-24
Patent
Electronic Resource
Japanese
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