Modelling issues and pushover response of singlestory older steel buildings
Author:
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1506
Reference25 articles.
1. CantisaniG. Della CorteG. SullivanT.J.andRoldanR.(2020)Displacement‐Based Simplified Seismic Loss Assessment of Steel Buildings Journal of Earthquake Engineering (accepted for publication).
2. CantisaniG. Della CorteG.(2019)Simplified Displacement‐Based Economic Loss Assessment of Single‐Storey Steel Buildings Proceedings of the SECED Conference on Earthquake risk and engineering towards a resilient world Greenwich England.
3. Iervolino I. Spillatura A. Bazzurro P.(2019)RINTC‐E project: towards the assessment of the seismic risk of existing structures in Italy. Proceedings of the 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Crete Greece.
4. CantisaniG. Della CorteG.(2019)RINTC‐E: Seismic risk of pre‐code steel single‐story non‐residential buildings in Italy. Proceedings of 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Crete Greece.
5. CantisaniG Della CorteG.(2018)Seismic response of non‐conforming single‐story non‐residential buildings considering envelope panels. Proceedings of 9th International Conference on Advances in Steel Structures Hong Kong China.
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1. Collapse Fragility Curves for Non-residential Older Single-Storey Steel Buildings;Lecture Notes in Civil Engineering;2022
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