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The aim of this paper is to show the numeric representation of experimental studiesconcerning the behaviour of exterior wall models of a timber-frame house underharmonic loading. A single wall model according to traditional technology of timberframehouse walls (filling with mineral wool) was tested. The analysis was conductedfor the following frequencies: 0.5 Hz, 1.0 Hz, 2.0 Hz and 5.0 Hz for various valuesof the specified displacement. A number of hysteresis loops were obtained for each ofthe tests. Based on them, the damping ratio as well as stiffness were calculated. Theskeleton model filled with mineral wool (traditional technology) experienced seriousdamage under larger displacements. The results of the study have been used topropose a numerical model of wall filled with mineral wool. The proposed numericalmodel is consistent with the results for the values obtained during the experimentalstudy, which proves the correctness of the adopted solution.

CONSTRUCTION TECHNOLOGY OF TIMBER-FRAME HOUSES RESISTANT TO DYNAMIC LOADS – STUDY ON MODELS OF EXTERIOR WALLS