Mathematical Modeling of Column-Base Connections under Monotonic Loading
Some considerable damage to steel structures during the Hyogo-ken Nanbu Earthquake occurred. Among them, many exposed-type column bases failed in several consistent patterns, such as brittle base plate fracture, excessive bolt elongation, unexpected early bolt failure, and inferior construction work...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Tehran Press
2014-12-01
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| Series: | Civil Engineering Infrastructures Journal |
| Subjects: | |
| Online Access: | http://ceij.ut.ac.ir/article_40870_94f3d376a16f0a176711c614408c85e9.pdf |