A simplified dynamic analysis of multi-bay stiffened coupled shear walls
Yükleniyor...
Tarih
2007
Yazarlar
Dergi Başlığı
Dergi ISSN
Cilt Başlığı
Yayıncı
Elsevier Sci Ltd
Erişim Hakkı
info:eu-repo/semantics/closedAccess
Özet
The forced vibration analysis of a multi-bay coupled shear wall on an elastic foundation has been studied. The analysis considers shear walls with a finite number of stiffening beams, the properties of which vary from span to span and/or from section to section in the vertical direction. The continuous connection method is employed to find the structure stiffness matrix. The structure mass matrix is found with the lumped mass assumption. A time-history analysis has been carried out using the Newmark numerical integration method. A computer program has been prepared in the MATHEMATICA computer algebra system and a problem has been solved for verification and comparison purposes. The results obtained by the present method have been compared with those obtained using the SAP2000 structural analysis program and a good match has been observed. The two advantages of the proposed method are the simplicity of its data and the extremely short computation time, which render it an effective method for the predesign of high-rise buildings. (C) 2006 Elsevier Ltd. and Civil-Comp Ltd. All rights reserved.
Açıklama
7th International Conference on Computational Structures Technology/4th International Conference on Engineering Computational Technology -- SEP 07-09, 2004 -- Lisbon, PORTUGAL
Anahtar Kelimeler
multi-bay coupled shear wall, continuous connection method, pierced shear wall, dynamic analysis, stiffening beam, forced vibration analysis
Kaynak
Advances in Engineering Software
WoS Q Değeri
Q3
Scopus Q Değeri
Q1
Cilt
38
Sayı
8-9
