dc.citation.number |
10 |
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dc.citation.title |
CONCRETE INTERNATIONAL |
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dc.citation.volume |
30 |
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dc.contributor.author |
Shin, Myoungsu |
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dc.contributor.author |
Pimentel, Benjam |
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dc.contributor.author |
Grossman, Jacob |
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dc.date.accessioned |
2023-12-22T08:36:32Z |
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dc.date.available |
2023-12-22T08:36:32Z |
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dc.date.created |
2014-10-31 |
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dc.date.issued |
2008-10 |
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dc.description.abstract |
At the ACI Fall 2008 Convention, Joint ACI-ASCE Committee 447, Finite Element Analysis of Reinforced Concrete Structures, and ACI Committee 118, Use of Computers, will cosponsor a two-part session titled “Practical Use of Finite Element Analysis in the Design of Concrete Structures.” One of the presentations in the session will cover the modeling of a 25-story hotel building being constructed together with a 60-story residential tower in New York City. The project and its modeling are discussed in this article, including the use of the equivalent slab-beam concept to model the two-way slabs, rigid diaphragms to model slab behavior, and plate elements to model the structural walls. |
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dc.identifier.bibliographicCitation |
CONCRETE INTERNATIONAL, v.30, no.10 |
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dc.identifier.issn |
0162-4075 |
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dc.identifier.uri |
https://scholarworks.unist.ac.kr/handle/201301/8105 |
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dc.language |
영어 |
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dc.publisher |
American Concrete Institute |
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dc.title |
Practical Finite Element Analysis |
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dc.type |
Article |
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