Structural characteristics of Hagia Sophia: II-A finite element formulation for dynamic analysis

Tulay Aksu Ozkul; Eiichi Kuribayashi

doi:10.1016/j.buildenv.2006.03.002

Structural characteristics of Hagia Sophia: II-A finite element formulation for dynamic analysis

Tulay Aksu Ozkul^*, Eiichi Kuribayashi

^*Bu çalışma için yazışmadan sorumlu yazar

İnşaat Mühendisliği Bölümü

Toyohashi University of Technology

Araştırma sonucu: Dergiye katkı › Makale › bilirkişi

3 Atıf (Scopus)

Özet

The Hagia Sophia, a 6th century masonry edifice in Istanbul, is analysed with a linear finite element model including thickness shear deformations, the terms z/R, and rotatory inertia effects with consistent mass matrix to provide insight to the structure's behaviour under earthquake loading. The structure, including the primary main dome and supporting system, is modelled by using a two-dimensional model composed of eight-node shell element. The dynamic characteristics of the system are obtained by using the Wilson-θ method, step-by-step integration method, and also by applying the available ground motion data to understand its general structural behaviour in the future earthquakes.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	2100-2106
Sayfa sayısı	7
Dergi	Building and Environment
Hacim	42
Basın numarası	5
DOI'lar	https://doi.org/10.1016/j.buildenv.2006.03.002
Yayın durumu	Yayınlandı - May 2007

Belgeye Erişim

10.1016/j.buildenv.2006.03.002

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

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title = "Structural characteristics of Hagia Sophia: II-A finite element formulation for dynamic analysis",

abstract = "The Hagia Sophia, a 6th century masonry edifice in Istanbul, is analysed with a linear finite element model including thickness shear deformations, the terms z/R, and rotatory inertia effects with consistent mass matrix to provide insight to the structure's behaviour under earthquake loading. The structure, including the primary main dome and supporting system, is modelled by using a two-dimensional model composed of eight-node shell element. The dynamic characteristics of the system are obtained by using the Wilson-θ method, step-by-step integration method, and also by applying the available ground motion data to understand its general structural behaviour in the future earthquakes.",

keywords = "Dynamic analysis, Finite element, Hagia Sophia, Masonry structures, Wilson-θ method",

author = "Ozkul, {Tulay Aksu} and Eiichi Kuribayashi",

year = "2007",

month = may,

doi = "10.1016/j.buildenv.2006.03.002",

language = "English",

volume = "42",

pages = "2100--2106",

journal = "Building and Environment",

issn = "0360-1323",

publisher = "Elsevier B.V.",

number = "5",

}

TY - JOUR

T1 - Structural characteristics of Hagia Sophia

T2 - II-A finite element formulation for dynamic analysis

AU - Ozkul, Tulay Aksu

AU - Kuribayashi, Eiichi

PY - 2007/5

Y1 - 2007/5

N2 - The Hagia Sophia, a 6th century masonry edifice in Istanbul, is analysed with a linear finite element model including thickness shear deformations, the terms z/R, and rotatory inertia effects with consistent mass matrix to provide insight to the structure's behaviour under earthquake loading. The structure, including the primary main dome and supporting system, is modelled by using a two-dimensional model composed of eight-node shell element. The dynamic characteristics of the system are obtained by using the Wilson-θ method, step-by-step integration method, and also by applying the available ground motion data to understand its general structural behaviour in the future earthquakes.

AB - The Hagia Sophia, a 6th century masonry edifice in Istanbul, is analysed with a linear finite element model including thickness shear deformations, the terms z/R, and rotatory inertia effects with consistent mass matrix to provide insight to the structure's behaviour under earthquake loading. The structure, including the primary main dome and supporting system, is modelled by using a two-dimensional model composed of eight-node shell element. The dynamic characteristics of the system are obtained by using the Wilson-θ method, step-by-step integration method, and also by applying the available ground motion data to understand its general structural behaviour in the future earthquakes.

KW - Dynamic analysis

KW - Finite element

KW - Hagia Sophia

KW - Masonry structures

KW - Wilson-θ method

UR - http://www.scopus.com/inward/record.url?scp=33845571561&partnerID=8YFLogxK

U2 - 10.1016/j.buildenv.2006.03.002

DO - 10.1016/j.buildenv.2006.03.002

M3 - Article

AN - SCOPUS:33845571561

SN - 0360-1323

VL - 42

SP - 2100

EP - 2106

JO - Building and Environment

JF - Building and Environment

IS - 5

ER -

Structural characteristics of Hagia Sophia: II-A finite element formulation for dynamic analysis

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