{'fraction_non_alphanumeric': 0.01225114854517611, 'fraction_numerical': 0.0, 'mean_word_length': 5.055555555555555, 'pattern_counts': {'":': 0, '<': 0, '<?xml version=': 0, '>': 0, 'https://': 0, 'lorem ipsum': 0, 'www.': 0, 'xml': 0}, 'pii_count': 0, 'substrings_counts': 0, 'word_list_counts': {'cursed_substrings.json': 0, 'profanity_word_list.json': 0, 'sexual_word_list.json': 0, 'zh_pornsignals.json': 0}}
Calcul dynamique de structures en bois fondé sur les comportements des assemblages

ABSTRACT A simplified method is presented for the analysis of the seismic behaviour of timber framed structures. All the dissipation phenomena are assumed to be concentrated in joints. An hysteretic model of dowel type connections is proposed. It was identified from tests performed on elementary joints under monotonic and cyclic loading. The model was implemented into a finite element code devoted to the prediction of the dynamic response of timber structures. Pseudo-dynamic tests were performed to a two storey structure. The simulation of this test is presented.