Faculty of Civil and Geodetic Engineering, Ljubljana (FGGLJ)
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Numerična analiza večetažnih objektovFajfar, Peter, 1943-Pokazani so osnovni principi splošne metode za statično, dinamično in stabilnostno analizo večetažnih objektov. Metoda omogoča enostaven in ekonomičen račun vseh običajnih konstrukcij v ... visokogradnji. Možno je upoštevati poljubno tlorisno razporeditev poljubnih nosilnih elementov, spreminjanje statičnih in dinamičnih karakteristik po višini objekta, različno višino konstrukcije po posameznih delih tlorisa in elastično vpetost. Predpostavljeno je elastično obnašanje materiala in veljavnost teorije drugega reda (majhni premiki). Medetažne plošče so neskončno toge v svoji ravnini in neskončno gibke normalno na to ravnino. Eksplicitno so upoštevane samo tiste bistvene prostnostne stopinje, ki imajo največji vpliv na obnašanje konstrukcije, to so premiki v horizontalnih ravninahSource: Gradbeni vestnik : glasilo Zveze društev gradbenih inženirjev in tehnikov Slovenije. - ISSN 0017-2774 (Let. 23, št. 8/9, 1974, str. 212-220)Type of material - article, component partPublish date - 1975Language - slovenianCOBISS.SI-ID - 1046113
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source: Gradbeni vestnik : glasilo Zveze društev gradbenih inženirjev in tehnikov Slovenije. - ISSN 0017-2774 (Let. 23, št. 8/9, 1974, str. 212-220)
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Fajfar, Peter, 1943- | 00025 |
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