Proračun visoke zgrade sustava povezanih cijevi heksagonalnih presjeka s promjenjivim tlocrtom

master's thesis

• Title (english): Structural design of variable layout tall building with bundled tube structural system
• Author: Leonarda Marić
• Mentor: Anđelko Vlašić (mentor)
• Committee member: Jelena Bleiziffer (predsjednik povjerenstva)
• Committee member: Anđelko Vlašić (član povjerenstva)
• Committee member: Tomislav Kišiček (član povjerenstva)
• Granter: University of Zagreb; Faculty of Civil Engineering; (Structures); Zagreb
• Defense date and country: 2024-07-04, Croatia
• Scientific / art field, discipline and subdiscipline: TECHNICAL SCIENCES; Civil Engineering

Abstract

U ovom diplomskom radu izvršen je proračun visoke zgrade sustava povezanih cijevi heksagonalnih presjeka s promjenjivim tlocrtom i dimenzioniranje nosivih konstrukcijskih elemenata zgrade. Napravljena je statička i dinamička analiza visoke zgrade pomoću računalnog programa SCIA Engineer 22.1. Djelovanja na konstrukciju su određena prema lokaciji u Zagrebu te prema odgovarajućim normama. Armiranobetonski elementi ploče, zidova, stupova i greda su dimenzionirani za granična stanja nosivosti i uporabljivosti prema dobivenim rezultatima iz računalnog programa. Svi proračuni su napravljeni prema važećim propisima i normama. Nakon provedenih proračuna zaključeno je da provjereni nosivi elementi ispunjavaju zahtjeve graničnog stanja nosivosti i uporabljivosti.

Abstract (english)

In this master's thesis, the calculation of variable layout tall building with bundled tube structural system and design of the load-bearing structural elements of the building were performed. A static and dynamic analysis of the tall building was made using the computer software SCIA Engineer 22.1. Actions on the structure are determined according to the location in Zagreb and according to the corresponding codes. Reinforced concrete elements of slabs, walls, columns and beams are designed for ultimate and serviceability limit states according to the results obtained from the computer software. All calculations were made according to the current standards and codes. After the calculations were done, it was concluded that the checked load-bearing elements meet the requirements of ultimate and serviceability limit states.

• Keywords: visoka zgrada; povezane cijevi; promjenjiv tlocrt; statička i dinamička analiza; armiranobetonski elementi; granična stanja nosivosti i uporabljivosti
• Keywords (english): tall building; bundled tube; variable layout; static and dynamic analysis; reinforced concrete elements; ultimate and serviceability limit states
• Language: croatian
• URN:NBN: urn:nbn:hr:237:183105
• 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: Open access
• Created on: 2024-07-19 12:02:32