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Dans le cadre de la protection du bti face au risque sismique, les techniques danalyse simplifies, bases sur des calculs quasistatiques, se sont dveloppes au cours des deux dernires dcennies. Lobjectif de ce livre est doptimiser une stratgie danalyse modale non linaire dcouple, nomme UMRHA, propose par Chopra. Dans ce travail, la mthode UMRHA a t amliore en investiguant les points suivants. Tout dabord, plusieurs modles un degr de libert non linaire sont proposs pour enrichir la mthode originelle. La rponse totale de la structure est obtenue en sommant les contributions non linaires des modes dominants aux contributions linaires des modes non dominants. Enfin, la dgradation des dformes modales, due lendommagement au cours de la sollicitation sismique, est prise en compte dans la nouvelle mthode simplifie MUMRHA. La pertinence de cette nouvelle mthode est investigue pour plusieurs types de structures, en adoptant des modlisations prouves dans le cadre de la simulation des structures sous sismes : portique en bton arm, mme portique avec remplissage en maonnerie, bti existant contrevent (Htel de Ville de Grenoble).
⚠️ WARNING (California Proposition 65):
This product may contain chemicals known to the State of California to cause cancer,
birth defects, or other reproductive harm.
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