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Lateral vibration and static analysis of buildings / Pacifico U. San Miguel. 6

By: San Miguel, Pacifico U. 4 0 16, [, ] | [, ] |

Contributor(s): 5 6 [] |

Language: Unknown language code Summary language: Unknown language code Original language: Unknown language code Series: ; 46Edition: Description: 28 cm. 108 pagesContent type: text Media type: unmediated Carrier type: volumeISBN: ISSN: 2Other title: 6 []Uniform titles: | | Related works: 1 40 6 []Subject(s): -- 2 -- 0 -- -- | -- 2 -- 0 -- 6 -- | 2 0 -- | -- -- 20 -- | | -- -- -- -- 20 -- | -- -- -- 20 -- --Genre/Form: -- 2 -- Additional physical formats: DDC classification: | LOC classification: | | 2Other classification:

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Action note: In: Summary: ABSTRACT: Algorithms and microcomputer programs are developed for the analysis of multistory buildings, particularly, static analysis to determine the horizontal distribution of lateral forces and free vibration analysis. Floors are assumed to be infinitely rigid in their own plane and the framing system is represented by an assemblage of plane frame substructures consisting of horizontal beams and vertical columns or shearwalls. Static condensation is employed to reduce the degrees of freedom of the substructures. The resulting equations for the overall structure correspond to only three degrees of freedom of the algorithms/programs apply to buildings that are unsymmetrical and nonrectangular in plan and those with vertical irregularities and partial floor diaphragms. Outputs include three-dimensional mode shapes, vibration periods, structure (floor) displacements and frame lateral displacements and forces. Other editions:

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Item type	Current location	Home library	Collection	Call number	Status	Date due	Barcode	Item holds
Book	PLM	PLM Graduate School Library	Graduate School-Thesis/Dissert	TA 633 .S26 1989 (Browse shelf)	Available		G36

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Thesis (M.A.) -- Pamantasan ng Lungsod ng Maynila, 1989.;A directed study presented to the faculty of Graduate School of Engineering in partial fulfillment of the requirements for the degree Master of Engineering (MEng) with specialization in Structural Engineering. 56

ABSTRACT: Algorithms and microcomputer programs are developed for the analysis of multistory buildings, particularly, static analysis to determine the horizontal distribution of lateral forces and free vibration analysis. Floors are assumed to be infinitely rigid in their own plane and the framing system is represented by an assemblage of plane frame substructures consisting of horizontal beams and vertical columns or shearwalls. Static condensation is employed to reduce the degrees of freedom of the substructures. The resulting equations for the overall structure correspond to only three degrees of freedom of the algorithms/programs apply to buildings that are unsymmetrical and nonrectangular in plan and those with vertical irregularities and partial floor diaphragms. Outputs include three-dimensional mode shapes, vibration periods, structure (floor) displacements and frame lateral displacements and forces.

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