Fragility curves for free and restrained rocking masonry façades in one-sided motion
This paper deals with the need of extending results of deterministic rocking analyses to stochastic analyses on restrained masonry façades in one-sided motion. The purpose is to define the level of improvement achieved with any anti-seismic device of a given stiffness and strength, in terms of reduc...
Main Author: | |
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Other Authors: | , , , |
Format: | article |
Language: | eng |
Published: |
2018
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Subjects: | |
Online Access: | http://hdl.handle.net/1822/53586 |
Country: | Portugal |
Oai: | oai:repositorium.sdum.uminho.pt:1822/53586 |