Collapse hybrid simulation for testing steel building columns subject to boundary condition changes
This paper develops a hybrid simulation to experimentally evaluate the ultimate behavior of steel columns subject to boundary condition changes and bending moment redistribution due to the progressive seismic collapse of building structures. The proposed experimental method combines sub‐structuring...
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Published in | Earthquake Engineering & Structural Dynamics Vol. 53; no. 4; pp. 1612 - 1637 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Bognor Regis
Wiley
01.04.2024
Wiley Subscription Services, Inc |
Subjects | |
Online Access | Get full text |
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