RELIABILITY INDEXES OF CYLINDRICAL LATTICE SHELL ROOFS WITH VARIOUS BUCKLING BEHAVIOR UNDER SNOW LOADS
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- KUMAGAI Tomohiko
- Dept. of Arch., School of Science and Technology, Meiji University
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- SAEKI Mika
- Dept. of Arch. and Urbanism Eng., Graduate School of Science and Engineering, Meiji University
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- MINAMI Taisei
- Kanebako Structural Engineers
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- KATO Shiro
- Toyohashi University of Technology
Bibliographic Information
- Other Title
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- 雪荷重を受ける座屈性状の異なる屋根型円筒ラチスシェルの信頼性解析
Abstract
<p>Lattice shells have various forms, mesh patterns of member arrangement and boundary conditions. The buckling behavior is different depending on these parameters. As considered, reliability indexes for lattice shells under vertical loads are determined by these parameters. Therefore, it is important to accumulate the results with reliability analyses for various lattice shells. In this study, reliability analyses are performed for the cylindrical lattice shell roofs under dead load and uniform snow load using member slenderness ratios, boundary conditions and half open angles as parameters. The relationships between load factors for snow depth of 0.5 m and reliability indexes are clarified.</p>
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 89 (818), 417-427, 2024-04-01
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390299673818149376
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- ISSN
- 18818153
- 13404202
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed