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

^*Corresponding author for this work

Department of Civil Engineering

Toyohashi University of Technology

Research output: Contribution to journal › Article › peer-review

3 Citations (Scopus)

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.

Original language	English
Pages (from-to)	2100-2106
Number of pages	7
Journal	Building and Environment
Volume	42
Issue number	5
DOIs	https://doi.org/10.1016/j.buildenv.2006.03.002
Publication status	Published - May 2007

Keywords

Dynamic analysis
Finite element
Hagia Sophia
Masonry structures
Wilson-θ method

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10.1016/j.buildenv.2006.03.002

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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",

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

language = "English",

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journal = "Building and Environment",

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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

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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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Keywords

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