Bozidar Stojadinovic: Katalogdaten im Herbstsemester 2024 |
| Name | Herr Prof. Dr. Bozidar Stojadinovic |
| Namensvarianten | Bozidar Stojadinovic B. Stojadinović Božidar Stojadinović |
| Lehrgebiet | Strukturdynamik und Erdbebeningenieurwesen |
| Adresse | Inst. f. Baustatik u. Konstruktion ETH Zürich, HIL E 14.1 Stefano-Franscini-Platz 5 8093 Zürich SWITZERLAND |
| Telefon | +41 44 633 70 99 |
| stojadinovic@ibk.baug.ethz.ch | |
| URL | https://stojadinovic.ibk.ethz.ch/people-page/professor.html |
| Departement | Bau, Umwelt und Geomatik |
| Beziehung | Ordentlicher Professor |
| Nummer | Titel | ECTS | Umfang | Dozierende | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| 101-0117-00L | Theory of Structures III | 4 KP | 2G | B. Stojadinovic | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kurzbeschreibung | This course focuses on the axial, shear, bending and torsion load-deformation response of continuous elastic prismatic structural elements such as rods, beams, shear walls, frames, arches, cables and rings, and structures that contain such elements. Additional special topics may be addressed time-permitting. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Lernziel | After passing this course students will be able to: 1. Explain the equilibrium of continuous structural elements. 2. Formulate mechanical models of continuous prismatic structural elements. 3. Analyze the axial, shear, bending and torsion load-deformation response of prismatic structural elements and structures assembled using these elements. 4. Determine the state of forces and deformations in rods, beams, frame structures, arches, cables and rings under combined mechanical and thermal loading. 5. Use the theory of continuous structures to design structures and understand the basis for structural design code provisions. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Inhalt | This is the third course in the ETH series on theory of structures. Building on the material covered in previous courses, this course focuses on the axial, shear, bending and torsion load-deformation response of continuous elastic prismatic structural elements such as rods, beams, shear walls, frames, arches, cables and rings, and structures assembled using such elements. Additional special topics, such as the behavior of inelastic prismatic structural elements or the behavior of planar structural elements and structures may be addressed if time permits. The course provides the theoretical background and engineering guidelines for practical structural analysis of modern structures. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Skript | Electronic copies of the learning material will be managed using Moodle. The learning material includes the lecture presentations, additional reading, and exercise problems and solutions. Lectures are streamed live and recorded on the ETH Video Portal. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Literatur | Marti, Peter, “Baustatik: Grundlagen, Stabtragwerke, Flächentragwrke”, Ernst & Sohn, Berlin, 2. Auflage, 2014 Bouma, A. L., “Mechanik schlanker Tragwerke: Ausgewählte Beispiele der Praxis”, Springer Verlag, Berlin, 1993. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Voraussetzungen / Besonderes | Working knowledge of theory of structures, as covered in ETH course Theory of Structures I (Baustatik I) and Theory of Structures II (Baustatik II), and ability to solve ordinary differential equations. Basic knowledge of structural design of reinforced concrete, steel or wood structures. Familiarity with structural analysis computer software and computer tools such as Python, Matlab, Mathematica, Mathcad or Excel. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Kompetenzen |
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| 101-0189-00L | Seismic Design of Structures II  Number of participants limited to 18. All students go on a waiting list. Final registration based on an application letter (information given in the first lecture). Priority will be given to students who completed Seismic Design of Structures I (101-0188-00 G) and are in the primary target group (majoring in Structural Engineering and/or doing project-based coursework for other majors). | 4 KP | 2G | B. Stojadinovic | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kurzbeschreibung | In this course the students will learn how to do performance-based seismic design of building structures. This is a project-based course. The students will, in parallel, acquire the basis knowledge about the seismic behavior and non-linear response modeling of structures, and apply this knowledge in a project focused on design of a new building. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Lernziel | After successfully completing this course, the students will be able to: 1. Model and explain the seismic behavior of new structures with moment frame, braced frame and shear wall structural systems. 2. Evaluate the performance of new structures under earthquake loading using modern risk-informed performance assessment methods and analysis tools. 3. Use the knowledge of nonlinear dynamic response of structures to interpret the design code provisions and apply it in seismic design of structural systems. 4. Successfully design such systems to achieve the performance objectives stipulated by the design codes | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Inhalt | This course completes the series of courses on dynamic analysis and seismic design of structures at ETHZ. Building on the material covered in Structural Dynamics and Seismic Design of Structures I, the following advanced topics will be covered in this course: 1) behavior and non-linear response modeling of structural systems under earthquake excitation; 2) displacement-based inelastic design of new building structures; 3) seismic design of moment frame, braced frame and shear wall structures. These topics will be discussed from the standpoint of risk-informed performance-based seismic design. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Skript | Moodle is used to manage the course learning material. These include the lecture presentations, additional reading, exercise problems and solutions, example models of structures in OpenSees system for earthquake engineering simulation, and example designs. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Literatur | Design of Reinforced Concrete Buildings for Seismic Performance: Practical Deterministic and Probabilistic Approaches (1st ed.). Aschheim, M., Hernández-Montes, E., & Vamvatsikos, D. (2019). CRC Press. https://doi.org/10.1201/b19964 Dynamics of Structures: Theory and Applications to Earthquake Engineering, 5th edition, 2017/2020, Chopra, A. Prentice Hall, https://www.pearson.com/us/higher-education/program/Chopra-Dynamics-of-Structures-5th-Edition/PGM1101746.html Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering, Borzorgnia, Y. and Bertero, V. Eds., CRC Press, 2004 Erdbebensicherung von Bauwerken, 2nd edition, Bachmann, H. Birkhäuser, Basel, 2002 | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Voraussetzungen / Besonderes | ETH Seismic Design of Structures I course, or equivalent. Students are expected to understand the seismological nature of earthquakes, to characterize the ground motion excitation, to analyze the response of elastic single- and multiple-degree-of-freedom systems to earthquake excitation, to use the concept of response and design spectrum, to compute the equivalent seismic loads on simple structures, and to perform code-based seismic design of simple structures. Familiarity with structural analysis software, such as SAP2000 or OpenSees, and general-purpose software, such as Python and Matlab, is expected. Number of participants limited to 10. All students go on a waiting list. Final registration based on an application letter (information given in the first lecture). Priority will be given to students who completed Seismic Design of Structures I (101-0188-00 G) and are in the primary target group (majoring in Structural Engineering and/or doing project-based coursework for other majors). | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompetenzen |
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| 101-1187-00L | Kolloquium Baustatik und Konstruktion (Herbstsemester) | 1 KP | 2K | A. Taras, E. Chatzi, A. Frangi, W. Kaufmann, B. Stojadinovic, B. Sudret, M. Vassiliou | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kurzbeschreibung | Das Institut für Baustatik und Konstruktion (IBK) lädt Professoren in- und ausländischer Hochschulen, Fachleute aus Praxis & Industrie oder wissenschaftliche Mitarbeiter des Institutes als Referenten ein. Das Kolloquium richtet sich sowohl an Hochschulangehörige, als auch an Ingenieure aus der Praxis. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Lernziel | Neue Forschungsergebnisse aus dem Fachbereich Baustatik und Konstruktion kennen lernen. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Inhalt | Neue Forschungsergebnisse und neuartige praktische Umsetzungen aus dem Fachbereich Baustatik und Konstruktion kennen lernen. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kompetenzen |
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| 139-0101-00L | Modul 1: Erdbebengerechter Entwurf und Normen in der Schweiz | 2 KP | 3G | A. Tsiavos, B. Stojadinovic | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kurzbeschreibung | Das Ziel dieses Moduls ist die Einführung in die Erdbebenbemessung und Erdbebennormen in der Schweiz. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Lernziel | Die Lernziele des Moduls sind: -Das Verständnis der Normen für die Erdbebenbemessung und die Beurteilung der Erdbebensicherheit von bestehenden Tragwerken in der Schweiz -Ein Überblick über die Tragwerksdynamic und Erdbebenbemessung von Tragwerken | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Inhalt | 1.1 Seismische Gefährdung und Erdbebenrisiko in der Schweiz, übliche Schwachstellen von Tragwerken in der Schweiz und Schadensbilder wegen starker Erdbebenanregung 1.2 Seismische Antwort von Einmassenschwinger und Antwortspektren 1.3 Seismische Antwort von Mehrmassenschwinger-Antwortspektrumverfahren-Pushover Analyse 1.4 Seismische Bemessung von neuen Tragwerken nach Norm SIA 261: Präsentation und Anwendungsbeispiele 1.5 Seismische Bemessung von neuen Tragwerken: Gute Beispiele des erdbebensicheren Bauens 1.6 Erdbebensicherheit von sekundären Bauteilen 1.7 Seismische Überprüfung von bestehenden Tragwerken nach Norm SIA 269/8: Präsentation und Anwendungsbeispiele, Beurteilung der Verhältnismässigkeit von Erdbebensicherheitsmassnahmen | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Voraussetzungen / Besonderes | -Anwesenheit (mind. 80% pro Präsenzwoche) und aktive Mitarbeit in den Präsenzwochen - mindestens genügende Leistungen bei Leistungskontrollen | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 139-0102-00L | Modul 2: Finite-Elemente-Modellierung und Messtechnik | 2 KP | 3G | A. Tsiavos, B. Stojadinovic | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kurzbeschreibung | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Lernziel | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 139-0103-00L | Modul 3: Analysemethoden und Praxisbeispiele von Erdbebenüberprüfung und Erdbebenertüchtigung | 2 KP | 3G | A. Tsiavos, B. Stojadinovic | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kurzbeschreibung | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| 139-0104-00L | Modul 4: Individuelle Projektarbeit | 4 KP | 2P | A. Tsiavos, B. Stojadinovic | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kurzbeschreibung | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Lernziel | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 364-1058-00L | Risk Center Seminar Series | 0 KP | 2S | H. Schernberg, D. Basin, A. Bommier, D. N. Bresch, S. Brusoni, L.‑E. Cederman, P. Cheridito, F. Corman, H. Gersbach, C. Hölscher, K. Paterson, G. Sansavini, B. Stojadinovic, B. Sudret, J. Teichmann, R. Wattenhofer, S. Wiemer, R. Zenklusen | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Kurzbeschreibung | This course is a mixture between a seminar primarily for PhD and postdoc students and a colloquium involving invited speakers. It consists of presentations and subsequent discussions in the area of modeling complex socio-economic systems and crises. Students and other guests are welcome. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Lernziel | Participants should learn to get an overview of the state of the art in the field, to present it in a well understandable way to an interdisciplinary scientific audience, to develop novel mathematical models for open problems, to analyze them with computers, and to defend their results in response to critical questions. In essence, participants should improve their scientific skills and learn to work scientifically on an internationally competitive level. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Inhalt | This course is a mixture between a seminar primarily for PhD and postdoc students and a colloquium involving invited speakers. It consists of presentations and subsequent discussions in the area of modeling complex socio-economic systems and crises. For details of the program see the webpage of the colloquium. Students and other guests are welcome. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Skript | There is no script, but a short protocol of the sessions will be sent to all participants who have participated in a particular session. Transparencies of the presentations may be put on the course webpage. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Literatur | Literature will be provided by the speakers in their respective presentations. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Voraussetzungen / Besonderes | Participants should have relatively good mathematical skills and some experience of how scientific work is performed. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||