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Information × Registration Number 0302U001224, 0100U002796 , R & D reports Title The desing of fundametal theory and theory-exeperimental mechods of calculation the steel frames of welding H-beams with variable section for the universal destanation structions in the conditions of the uneven deformation of the soil foundatons under the base. popup.stage_title Розвиток теорії просторової стійкості стержнів зі змінним перерізом, як з урахуванням схем роботи системи "каркас-фундамент-нерівнорміно-дефрмована основа" для просторових сталевих каркасних будівель Head Permyakov Volodymyr Oleksandrovych, Registration Date 07-02-2002 Organization Kiev National University of bildiny and tecture popup.description2 The bases of forming the frame skeletons are developed. The digital researches of the criterias of rational forming the frames by different geometric parameters are carried out. The regularities of the dependence of the form of frame's bay and sizes of cross-bar and conditions of leaning on basements are detected. The theoretical apparatus of spatial toughness of elements with variable section is worked up. The digital researches of the coefficients of calculation length of the elastic elements with elastic-transformed leaning are carried out. Product Description popup.authors popup.nrat_date 2020-04-02 Close