undergraduate thesis
NUMERIČKI MODELI UTJECAJA BROJA ETAŽA ILI RASPONA NA ODGOVORE STATISTIČKIH SUSTAVA

Dora Šperac (2016)
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering
Department for Technical Mechanics
Chair of Theory of Structure
Metadata
TitleNUMERIČKI MODELI UTJECAJA BROJA ETAŽA ILI RASPONA NA ODGOVORE STATISTIČKIH SUSTAVA
AuthorDora Šperac
Mentor(s)Silva Lozančić (thesis advisor)
Abstract
Tema završnog rada su numerički modeli utjecaja broja etaža ili raspona na odgovore statičkih sustava. Napravljena je numerička analiza okvirnih sustava opterećenih sa 5 tipova opterećenja – simetričnih i antisimetričnih, variranjem broja etaža i raspona okvira. Broj etaža i raspona se povećava od 1 do 5. Na okvirima je zadano opterećenje koje može biti jednoliko u iznosu 10kN/m' ili koncentrirano u iznosu 10kN. Analize su provedene dodavanjem opterećenja na svaku etažu/raspon, ali i nasumičnim dodavanjem opterećenja. U radu su analizirane promjene unutarnjih sila na gredama i stupovima prilikom variranja broja etaža i raspona te prilikom variranja načina opterećenja. Na osnovu tih promjena doneseni su zaključci o odgovorima statičkih sustava. Okvir na kojemu smo pratili promjene izveden je od čeličnih nosača I profila HEA100 – visine 96mm i širine 100mm. Visina svake etaže iznosi 4m, a širina svakog raspona iznosi 5m. Prilikom proračuna vlastita težina nije uzeta u obzir. Analiza je izvršena pomoću programa Autodesk Robot Structural Analysis Professional 2015, iz kojega smo dobili vrijednosti unutarnjih sila te progiba nosača. Na temelju tih rezultata izvršena je usporedba okvirnih sustava te su izvedeni odgovarajući zaključci.
Keywordsnumerical models types of loads Autodesk Robot Structural Analysis Proffesional 2015
Committee MembersAleksandar Jurić (committee chairperson)
Silva Lozančić (committee member)
Mirjana Bošnjak-Klečina (committee member)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering
Lower level organizational unitsDepartment for Technical Mechanics
Chair of Theory of Structure
PlaceOsijek
StateCroatia
Scientific field, discipline, subdisciplineTECHNICAL SCIENCES
Basic Technical Sciences
Technical Mechanics (Mechanics of Rigid and Deformable Bodies)
Study programme typeuniversity
Study levelundergraduate
Study programmeUndergraduate university programme in civil engineering; specializations in: General course
Study specializationGeneral course
Academic title abbreviationuniv. bacc. ing. aedif.
Genreundergraduate thesis
Language Croatian
Defense date2016-09-15
Parallel abstract (English)
The topic of the final paper are numerical models of the influence of the floor or span number on the static system responses. The numerical analysis of the frame system loaded with 5 types of loads – symmetric and antisymmetric is made by vary the floor and span number. The number of floors and spans increases from 1 to 5. Frames are loaded with uniformly load in amount of 10kN/m' or with concentrated load in amount of 10kN. Analyses were made by adding the load on each floor/span and by adding the load randomly. In the final paper, the changes of internal forces on beams and columns are analysed, during varying the number of floors and spans and during varying load mode. The conclusion about static system responses are based on this changes. The frame, on which we track changes, is made of steel girders I profiles HEA100 – height 96mm and width 100mm. The height of each floor is 4m, and the width of each span is 5m. When calculating, own weight is not taken into account. The analysis was made using Autodesk Robot Structural Analysis Professional 2015th, from which we get the values of internal forces and deformations. Based on these results, the comparison of frame systems is made and appropriate conclusion are adopted.
Parallel keywords (Croatian)numerički modeli tipovi opterećenja Autodesk Robot Structural Analysis Proffesional 2015
Resource typetext
Access conditionOpen access
Terms of usehttp://rightsstatements.org/vocab/InC/1.0/
URN:NBNhttps://urn.nsk.hr/urn:nbn:hr:133:717777
CommitterVesna Zobundžija