Comparison and Analysis of Steel Frame Based on High Strength Column and Normal Strength Column

The anti-seismic performance of high strength steel has restricted its industrialization in civil buildings. In order to study the influence of high strength steel column on frame structure, three models are designed through MIDAS/GEN finite element software. By comparing the seismic performance and...

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Bibliographic Details
Published inIOP conference series. Earth and environmental science Vol. 108; no. 2; pp. 22072 - 22077
Main Authors Liu, Taiyu, An, Yuwei
Format Journal Article
LanguageEnglish
Published Bristol IOP Publishing 01.01.2018
Subjects
Columnar structure
Economic models
Finite element method
Frame structures
High strength steel
High strength steels
Mathematical models
Seismic activity
Seismic response
Steel columns
Steel frames
Steel structures
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Summary:The anti-seismic performance of high strength steel has restricted its industrialization in civil buildings. In order to study the influence of high strength steel column on frame structure, three models are designed through MIDAS/GEN finite element software. By comparing the seismic performance and economic performance of the three models, the three different structures are comprehensively evaluated to provide some references for the development of high strength steel in steel structure.
ISSN:1755-1307
1755-1315
DOI:10.1088/1755-1315/108/2/022072