Proračun visoke zgrade oktogonalnog tlocrta cijevnog konstrukcijskog sustava

master's thesis

• Title (english): Structural design of a tall building with octagonal layout and tube structural system
• Author: Matej Vrljić
• Mentor: Anđelko Vlašić (mentor)
• Committee member: Tomislav Kišiček (predsjednik povjerenstva)
• Committee member: Mislav Stepinac (član povjerenstva)
• Committee member: Anđelko Vlašić (član povjerenstva)
• Granter: University of Zagreb; Faculty of Civil Engineering; (Structures); Zagreb
• Defense date and country: 2021-09-23, Croatia
• Scientific / art field, discipline and subdiscipline: TECHNICAL SCIENCES; Civil Engineering; Supporting Structures

Abstract

U diplomskom radu proračunata je armirano betonska zgrada cijevnog konstrukcijskog sustava s jezgrom. Određena je potrebna armatura za granično stanje nosivosti i granično stanje uporabivosti za mjerodavnu kombinaciju djelovanja. Dimenzionirani su najkritičniji elementi (ploča, zid, stup, okvir) s najvećim unutarnjim silama prema Eurokodu za betonske konstrukcije i potresno otporne konstrukcije. Unutarnje sile dobivene su pomoću globalnog i lokalnog modela izrađenog u računalnom programu Scia Engineer 20. Uzeta su u obzir vertikalna stalna i uporabna opterećenja, horizontalno opterećenje vjetrom i potresno opterećenje. Potresno opterećenje je određeno modalnom analizom. Provjereni su ukupni pomaci zgrade, međukatni pomaci i progibi ploče.

Abstract (english)

In this thesis, a structural analysis of a reinforced concrete building of a tubular structural system with a core has been conducted. The required reinforcement is determined for the ultimate limit state and serviceability limit state for the relevant action combinations. The most critical elements (slab, wall, column, frame) with the highest internal forces according to the Eurocode for concrete structures and earthquake resistant structures were dimensioned. Internal forces were obtained using global and local models made in the computer program Scia Engineer 20. Vertical dead and live loads, horizontal wind load and seismic load were taken into account. Seismic load was determined by modal analysis. The total displacements of the building, inter-story displacements and slab deflections were checked.

• Keywords: visoka zgrada; jezgra; cievni sustav; armirani beton; seizmički proračun; modeliranje konstrukcije
• Keywords (english): tall building; core; tube system; reinforced concrete; seismic analysis; structural modeling
• Language: croatian
• URN:NBN: urn:nbn:hr:237:360507
• 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: 2022-02-08 07:12:28