Structural characteristics of Hagia Sophia: I-A finite element formulation for static analysis

Tulay Aksu Ozkul; Eiichi Kuribayashi

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Structural characteristics of Hagia Sophia: I-A finite element formulation for static analysis

机译：圣索非亚大教堂的结构特征：用于静态分析的I-A有限元公式

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The historic Hagia Sophia in Istanbul, which held the record as the world's largest domed building for some 800 years, is analysed with a finite element formulation, including the effects of thickness shear deformations and the term z/R, to understand its structural behaviour under the action of static loading. The structure, including all essential elements of the system, is modelled by using the same curved trapezoidal finite element with 40 degrees of freedom. Its structural behaviour and its structural load carrying system are demonstrated and the results are compared with those obtained earlier and also with those observed at the structure.

机译：伊斯坦布尔历史悠久的圣索非亚大教堂（Hagia Sophia）拥有约800年的历史，是世界上最大的圆顶建筑，并对其进行了有限元分析，包括厚度剪切变形和z / R项的影响，以了解其在下列情况下的结构性能。静态加载的作用。通过使用具有40个自由度的相同弯曲梯形有限元对结构（包括系统的所有基本要素）进行建模。演示了其结构行为及其结构承载系统，并将结果与早先获得的结果以及在结构处观察到的结果进行了比较。

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来源
《Building and Environment》 |2007年第3期|p.1212-1218|共7页
作者
Tulay Aksu Ozkul; Eiichi Kuribayashi;
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作者单位

Department of Civil Engineering, Istanbul Technical University, 34469 Maslak-Istanbul, Turkey;

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原文格式 PDF
正文语种 eng
中图分类建筑科学;
关键词
hagia sophia; masonry structures; static analysis; finite element;

机译：圣索菲亚大教堂;砌体结构;静力分析;有限元;

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1. Structural characteristics of Hagia Sophia: II—A finite element formulation for dynamic analysis [J] . Tulay Aksu Ozkul, Eiichi Kuribayashi Building and Environment . 2007,第5期

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4. Multi-level Structural Characteristics and Quasi-static Analysis of the Hagia Sophia Using Finite Element Method [C] . Quan-rong Chen, Chuan-zhang Zheng, Xiao-qian Ning, International Conference on Structures and Building Materials . 2015

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7. About solution of multipoint boundary problem of static analysis of deep beam with the use of combined application of finite element method and discrete-continual finite element method. part 1: formulation of the problem and general principles of approximation [O] . Leonid Lyakhovich, Oleg Negrozov 2017

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8. GLOBAL-LOCAL FINITE ELEMENT STRUCTURAL ANALYSIS, Analytical Considerations/ Element Formulation [R] . Stanley B. Dong 1974

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Structural characteristics of Hagia Sophia: I-A finite element formulation for static analysis

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