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- W2005274545 abstract "Abstract In this paper a method of forming any structural stiffness matrix corresponding with a remarkably reduced number of unknowns for structural horizontal vibration to apply to earthquake response is presented. Although today it has become possible to treat any problem related to more vibratory unknowns than ever in relation with the rapid advancement of memory capacity and speed of computers, direct application of 3-D analysis method dealing with basic unknowns for all nodes of any very large building structure composed of many frameworks is still uneconomical and time-consuming. The authors have tried to derive a general method of reduction of vibratory unknowns related to any frame structure with an arbitrary strip-planform of very large scale. The method is based on building up all constituent stiffness-matrices made beforehand as for lumped-masses-spring-matrices condensed from fundamental frameworks, connecting with slab-matrices, into a total final stiffness matrix as a whole." @default.
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- W2005274545 date "1987-01-01" @default.
- W2005274545 modified "2023-09-27" @default.
- W2005274545 title "Formation of restoring matrix on long strip-type frame" @default.
- W2005274545 doi "https://doi.org/10.1016/0045-7949(87)90186-6" @default.
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