Equivalent mass-spring modeling method for super-tall buildings of increasing height (Part 2): Shear and bending components separating method for the building responses using a new bending-shear model

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Watai, Kazuki [1 ]
Maeda, Shusaku [2 ]
Kasai, Kazuhiko [3 ]
Sato, Daiki [3 ]
Suzuki, Yosuke [4 ]
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[1] Research and Development Institute, Takenaka Corporation, Japan
[2] Design Dept., Takenaka Corporation, Japan
[3] FIRST, Tokyo Institute of Technology, Japan
[4] Advanced Structural Engineering Dept., Takenaka Corporation, Japan
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页码:21 / 31
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