BOUNDARY VALUE METHOD FOR ANALYZING RIGID FRAME-SHEAR WALL STRUCTURE IN HIGH-RISE BUILDINGS UNDER ARBITRARY LOADS
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Graphical Abstract
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Abstract
The displacement recurrence equation and displacement boundary value equation for analyzing rigid frame-shear wall structure in high-rise buildings, Which is acted by arbitrary loads, are derived. The computer program is developed and a calculating example is given in this paper. The correctness of theory is proved.
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