Ponašanja spregunte konstrukcije višekatne zgrade u potresu

master's thesis

• Title (english): The behavior of steel-concrete composite multi-storey building in earthquake
• Author: Andrea Sesar
• Mentor: Ivan Lukačević (mentor)
• Committee member: Davor Skejić (predsjednik povjerenstva)
• Committee member: Vlatka Rajčić (član povjerenstva)
• Committee member: Ivan Lukačević (član povjerenstva)
• Granter: University of Zagreb; Faculty of Civil Engineering; (Structures); Zagreb
• Defense date and country: 2023-11-23, Croatia
• Scientific / art field, discipline and subdiscipline: TECHNICAL SCIENCES; Civil Engineering; Supporting Structures

Abstract

U diplomskom radu analizirana je nosiva spregnuta konstrukcija višekatne zgrade s naglaskom na djelovanje potresa. U analizi su obuhvaćena vlastita teţina, korisno opterećenje, opterećenje snijegom i opterećenje vjetrom te djelovanje potresa. Analizirana konstrukcija je tlocrtno pravokutnog oblika dimenzija 21x48 m. Visina konstrukcije je 14,4 m, te se sastoji od 4 etaţe pojedinaĉne visine 3,6 m. Glavni nosivi sustav u popreĉnom smjeru ĉine kruti oviri dok je u uzduţnom smjeru sustav stabiliziran vertikalnim vezovima kod kojih su primijenjena posebna pravila dimenzioniranja preme Eurocode 8. MeĊukatna konstrukcija je izvedena u spregutoj izvedbi. Svi nosivi elementi izraĊeni su od kvalitete ĉelika S420. Analiza i dimenzioniranje konstrukcije provedeno je u skladu s europskim normama na 3D modelu izraĊenom u raĉunalnom programu SCIA Engineer. Proraĉun prikljuĉaka izraĊen je u raĉunalnom programu IDEA StatiCa.

Abstract (english)

In the thesis, the load-bearing composite structure of a multi-story building was analyzed with an emphasis on the effects of earthquake. The analysis includes self-weight, imposed loads, snow and wind load, as well as the earthquake. The analyzed structure has a rectangular plan with dimensions of 21x48 m. The height of the structure is 14,4 m, and it consists of 4 floors with an individual height of 3,6 m. The main load-bearing system in the transverse direction consists of rigid frames, while in the longitudinal direction the system is stabilized by vertical bracing systems. In design of structure specific design rules rules according to Eurocode 8 are applied. The floor system is steel concret composite system. All structural elements are made of quality steel S 420. The analysis and dimensioning of the structure was carried out in accordance with European standards on a 3D model created in the computer program SCIA Engineer. The calculation of the joints was made in the computer program IDEA StatiCa.

• Keywords: Višekatna spregnuta konstrukcija; statiĉka analiza; seizmiĉka analiza
• Keywords (english): multi-story coupled structure; static analysis; seismic analysis
• Language: croatian
• URN:NBN: urn:nbn:hr:237:992980
• Study programme: Title: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures; Course: Construction Management; Study programme type: university; Study level: graduate; Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
• Type of resource: Text
• File origin: Born digital
• Access conditions: Closed access
• Created on: 2024-03-07 10:27:48