An energy-based damage model for seismic response of steel structures.

This paper proposes a new model for quantifying the damage in structural steel components subjected to randomly applied flexural/shear stress reversals, such those induced by earthquakes. In contrast to existing approaches that consider the damage as a combination of the global amount of dissipated...

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প্রকাশিত:Earthquake engineering & structural dynamics. 36, 8 (2007).
প্রধান লেখক: Benavent-Climent, A.
বিন্যাস: প্রবন্ধ
ভাষা:English
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