The aim of my master’s thesis was to createa digital terrain model (DTM). The assigned data were to be processed, updated, unified and subsequently used to create a purpose map on the scale of 1:500. The selected area issituated near the village of Jedovnice; to be more specific, the area includes a meadow located along the Podomský rivulet and the adjacent forest. To create the purpose map, the MicroStation software was used (version V8). Furthermore, the Atlas DTM software (version 4)was used to create the digital terrain model, colour hypsometry and an exposure map and finally, the AutoCAD software (student version 2013) was used for visualizing and matching objects with textures.

The main aim of this thesis is to create a Project documentation of the design of the New development, kindergarten, in the cadastral area Dejvice, Prague. The object is designed as a standalone barrier-free single-storey building. Kindergarten consists of two departments with a capacity of 48 pupils and adjacent facilities. The object is based on foundation pads and ground table. All masonry constructions are lime-sand blocks Kalksandstein. The facade is complemented by thermal isolation and the exterior staircase is monolithic and reinforced concrete. The object has a flat roof where an air conditioning unit is placed. The drawing is processed via AutoCAD software and visuals are created in program Sketchup.

The work deals with a theoretical description of mathematical model and practical aspects of model simulation. Subsequently, it solves the current flow and the two design versions of the flowing debris trap profile. For the original channel and for the two designed versions two simulations were done for the flows of Q2 and Q5. As part of the work the theoeretical calculation of velocity in two cross sections of the existing channel was realized for the existing channel, which were due to calibration of the model. Results were compared at the same cross sections in the existing channel simulation solutions. Simulations are created in FLOW-3D. The purpose of this thesis is to determine whether the construction of trap profile is feasible.

Η διπλωματική αυτή εργασία εκπονήθηκε με σκοπό την δημιουργία ενός προγράμματος για τη διαχείριση του δικτύου Δομημένης Καλωδίωσης. Μέσω της εφαρμογής αυτής, δίνεται η δυνατότητα στον χρήστη να έχει μία πλήρη εικόνα της εγκατεστημένης δομημένης καλωδίωσης του κτηρίου και να μπορεί να παρέμβει άμεσα και αποτελεσματικά σε κάθε περίπτωση τροποποίησης ή δυσλειτουργίας. Το πρόγραμμα υλοποιήθηκε στη γλώσσα προγραμματισμού AutoLISP, που λειτουργεί μέσα από την πλατφόρμα του σχεδιαστικού προγράμματος AutoCAD. Χρησιμοποιήθηκαν τα σχέδια των ορόφων του κτηρίου των Ηλεκτρολόγων Μηχανικών του Πανεπιστημίου Πατρών, όπου, στα πλαίσια της επίτευξης του στόχου, σχεδιάστηκε το σύστημα δομημένης καλωδίωσης. Στην εργασία αυτή, παρουσιάζονται τα βασικά στοιχεία ενός συστήματος δομημένης καλωδίωσης, καθώς και τα εργαλεία υλοποίησης του προγράμματος όπως το σχεδιαστικό πρόγραμμα AutoCAD, η γλώσσα προγραμματισμού AutoLISP, και η γλώσσα σήμανσης Dialog Control Language (DCL). Αρχικά, παρουσιάζεται η διαδικασία σχεδίασης του συστήματος δομημένης καλωδίωσης στο AutoCAD. Μετέπειτα, δίδεται μια περιγραφή του προγράμματος και των λειτουργιών του, και ο πηγαίος κώδικας που αναπτύχθηκε, σε συνδυασμό με λογικά διαγράμματα για την καλύτερη κατανόηση του. Στο παράρτημα, αναλύονται τα υποπρογράμματα που σχεδιάστηκαν για να προσφέρουν επιπλέον δυνατότητες, και το εγχειρίδιο χρήσης της εφαρμογής. / The aim of this thesis is to create an application software for the management of a Structured Cabling System (SCS). Through this application, the user is able to have a complete picture of the installed structured cabling network of the building and be able to intervene quickly and effectively in any case of modification or malfunction. The program was implemented using the programming language AutoLISP, which operates through the CAD software platform of AutoCAD. The architectural floor plans used were those of the building of Electrical Engineering Department, at the University of Patras, where, in the context of achieving the target, the structured cabling system was designed. This thesis presents the basic elements of a structured cabling system, and the tools for implementing the program, i.e. the CAD program AutoCAD, the programming language AutoLISP, and the markup language Dialog Control Language (DCL). The design process of the structured cabling system in AutoCAD is presented initially. Thereafter, a description of the program and its features are presented, as well as the source code that was developed, in conjunction with logic diagrams for clarity. In the Annexes, the subroutines designed to offer additional features are analyzed and the manual of the application is included.

Κάθε κτίριο που δημιουργείται είναι απαραίτητο να έχει τη στοιχειώδη προστασία έναντι πυρκαγιάς, πολύ δε περισσότερο όταν αυτό το κτίριο είναι ένας χώρος που μπορεί να φιλοξενήσει εκατοντάδες ανθρώπους καθημερινά σε διάφορες δραστηριότητες. Σκοπός αυτής της διπλωματικής εργασίας είναι να αποτυπωθούν οι εγκαταστάσεις πυρασφάλειας και πυρόσβεσης των κτηρίων των τμημάτων Βιολογίας – Μαθηματικών του Πανεπιστημίου Πατρών με το AutoCAD. Στόχος της είναι να διαπιστώσει αν ικανοποιούνται οι κανονισμοί πυρασφάλειας που έχει θέσει το Πυροσβεστικό Σώμα και εάν λειτουργεί σύμφωνα με τους νόμους όσον αφορά τον τομέα της πυροπροστασίας. Η διπλωματική εργασία απευθύνεται σε άτομα που ασχολούνται με την εκπόνηση μελετών πυρασφάλειας, είτε είναι φοιτητές, είτε μηχανικοί, είτε στελέχη του Πυροσβεστικού Σώματος. Στο πρώτο κεφάλαιο, αναλύονται οι βασικές έννοιες της Πυρκαγιάς, με σκοπό την πλήρη κατανόηση του φαινομένου αυτού. Στο δεύτερο κεφάλαιο, αφορά την πυροπροστασία κτηρίων όπου γίνεται αναφορά στην παθητική και ενεργητική πυροπροστασία των κτηρίων όπου περιγράφονται οι τρόποι πυροπροστασίας και όλα τα μέσα πυρανίχνευσης και πυρόσβεσης που χρησιμοποιούνται σήμερα καθώς και τα κριτήρια επιλογής τους. Στο τρίτο κεφάλαιο, αποτυπώνονται οι εγκαταστάσεις πυρασφάλειας και πυρόσβεσης των κτηρίων των τμημάτων Βιολογίας – Μαθηματικών. Στο τέταρτο κεφάλαιο, παρουσιάζεται η ενεργητική μελέτη πυρασφάλειας των κτηρίων των τμημάτων Βιολογίας – Μαθηματικών. Τέλος στο παράρτημα παρουσιάζονται οι κανονισμοί πυρασφάλειας και πυροπροστασίας όπως αυτοί έχουν καθοριστεί από το Πυροσβεστικό Σώμα. Πιο συγκεκριμένα παρουσιάζεται το προεδρικό διάταγμα «Κανονισμός Πυροπροστασίας Κτιρίων (Π.Δ. 71/88)», το οποίο αποτελεί το βασικό διάταγμα σύμφωνα με το οποίο γίνονται όλες οι μελέτες πυροπροστασίας, επισυνάπτονται τα σχέδια των αποτυπώσεων και τα σχέδια της μελέτης καθώς και το σχεδιαστικό πρόγραμμα AutoCAD 2011. / Each building that is being built is necessary to have the elementary protection in a case of fire. That is most important if a building can host everyday hundreds of people on several activities. The main purpose of this work is to design the fire safety and fire protection systems of the installations in Biology and Mathematics building of the University of Patras using the AutoCAD. The purpose of this work is to ascertain if the fire protection regulations instituted by the Fire Brigade are satisfied and the building is safe on the part of the fire safety system. This work is addressed to people working on fire safety studies, such as students, engineers and members of the Fire Brigade. The first chapter, is analyzing the basic concepts of conflagration (fire), with purpose a complete understanding of this phenomenon. In the second chapter, it concerns the fire safety of buildings where becomes report in the passive and energetic fire safety of buildings where are described the ways of fire safety and all the means of fire detection and firefighting that is used today as well as their criteria of choice. In the third chapter, are impressed the installations of fire safety and firefighting of buildings of departments of Biology and Mathematics. In the fourth chapter, is presented the energetic study of fire safety of buildings of departments of Biology and Mathematics. Finally, in the appendix we present the fire safety and fire protection regulations instituted by the Fire Brigade, the drawings of impress, the research drawings and the drawing application AutoCAD 2011.

Orientador: João Alberto Venegas Requena / Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo / Made available in DSpace on 2018-08-09T16:24:16Z (GMT). No. of bitstreams: 1 Souza_MauricioGuilhermeQuilez_M.pdf: 5444391 bytes, checksum: f64376df9364d46cfcb18e6ba06eff3a (MD5) Previous issue date: 2006 / Resumo: Este trabalho tem como objetivo o desenvolvimento de códigos de computador que têm a finalidade de automatizar as etapas principais de um projeto de estruturas metálicas através das linguagens AutoLISP e Delphi5. Os projetos de estruturas metálicas em estudo são os de coberturas com treliças planas constituídas de barras com perfis tubulares laminados sem costuras e seus contraventamentos. Estes perfis tubulares, ainda pouco utilizados em estruturas planas no Brasil, vêm sendo disseminados através do uso de programas que ajudam os engenheiros a utilizá-los adequadamente em seus projetos tendo em vista que resultam em estruturas mais leves e de fácil fabricação. Desta forma, houve a necessidade de desenvolver um sistema CAD/CAE, para automatizar a geração das geometrias das estruturas planas, além das representações gráficas do sistema geral tridimensional de contraventamentos da estrutura - CAD; exportar os dados para um programa integrado que realiza um processo otimizado de toda a análise estrutural e dimensionamento - CAE e, finalmente, retornar os dados processados para o ambiente CAD, para realizar o detalhamento automático das ligações da estrutura treliçada analisada. Todos os procedimentos adotados para automação dos projetos seguem recomendações de normas técnicas brasileiras principalmente a NBR8800/1986 / Abstract: This work has as objective to show a software that have the goal to automate the main stages of a steel structural design, using AutoLISP and Delphi5 languages. The steel structural designs in case are the roofs formed by plane trusses made by hollow sections frames. These hollow steel sections, which are not highly used in plane structures in Brazil, are being disseminated by the use of softwares that help civil engineers to use them correctly in their designs, in view of that they result in less weighted and easy manufactured structures. So, there is the necessity to develop a CAD/CAE system, that will automate the generation of the geometries from plane structures and the graphical designs from the three-dimentional general system - CAD; also, we have the necessity to export the data to an integrated computer program that executes an optimized process from the entire structural analysis and design - CAE; and, finaly, to return the proceeded data back to CAD environment, to draw the automatic details from the connections of the analyzed structure. All the procedures and methods used to automate the design follows the specifications of Brazilian Design Codes, mainly the NBR-8800/1986 / Mestrado / Estruturas / Mestre em Engenharia Civil

Diploma Thesis deals with the studies of flood protection measures in locality of Brno - Žabovřesky. The work is mainly focused on the calculation of flood flows (Q1, Q5, Q20, Q100 a Q100 neovlivněný) in the area of interest and to proposal flood control measures. Simulation calculations are performed using a coupled 1D / 2D model of the flow of surface water in the bed of the river and its flood area. The results of hydraulic calculations were within the framework the work processed in the form of maps depths, velocity and inundation. Curves levels were indicated in the longitudinal profiles of watercourses.

The instruction of computer assisted drafting (CAD) in the high school classroom presents unique problems and challenges that typical colleges, technical schools, and industry do not address. Including issues such as cross curriculum instruction, beginning and advanced students in the same class, several courses in the same room, CAD and manual drafting taught concurrently.

This final thesis deals with a project documentation of a new multifunctional building. The building is located in Žďár nad Sázavou, in the Neumannova street. The building is divided into residential units and areas for a small company and a shop. The house is projected as a detached building with a partial basement and three floors. The residential part has 8 apartments in total – four apartments with three bedrooms, one with two bedrooms and three with one bedroom. It includes also cellars belonging to the apartments. The non-residential part includes space for a shop and an administrative part consisting of a reception, a meeting room, offices, stores and sanitary facilities. The main entrance in to the residential part is located on the level of staircase half landing. Main entrances into the non-residential parts are on the level of the ground floor. The house dispose with 24 parking places, two of them are dedicated for drivers with disabled parking permit. The building is based on concrete strip foundations. The external load-bearing structures are walled with clay masonry in the floors and with permanent formwork in the basement. The ceiling structure is formed with prestressed floor slabs. The house is covered with a warm flat roof. The staircase is pre-fabricated. In the thesis, there was put a stress on the appropriate dispositional, structural, technical and architectural design and on the safety in the use of the building. The drawing documentation is processed in the AutoCAD.

The diploma thesis deals with static analysis of the Black bridge in Hodonín city. The creation of the numerical model in ANSYS sw. is described according to the existing project documentation, followed by the application of loading and boundary conditions (including the solution of foundation soil placed on the piles). The selection of the loading is used according ČSN EN standards for analysis and verification of the main construction parts. This work also includes verification of the piles deformations calculated both in ANSYS sw. and by the direct stiffness method (MS Excel is used) and their comparison is done. Amongst other attachments, the verification of the load carrying capacity of the structure (respecting the current traffic limitation allowing only one vehicle to be on the bridge structure) is also provided.