Bozidar Stojadinovic: Katalogdaten im Herbstsemester 2019
|Name||Herr Prof. Dr. Bozidar Stojadinovic|
|Lehrgebiet||Strukturdynamik und Erdbebeningenieurwesen|
Inst. f. Baustatik u. Konstruktion
ETH Zürich, HIL E 14.1
|Telefon||+41 44 633 70 99|
|Departement||Bau, Umwelt und Geomatik|
|101-0117-00L||Theory of Structures III||3 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. Additional special topics, such as the behavior of inelastic prismatic structural elements or the behavior of planar structural elements and structures, 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. 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||Lecture notes based on the lecture presentations. The lectures are recorded and available at the the ETHZ 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 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 Matlab, Mathematica, Mathcad or Excel.|
|101-0189-00L||Seismic Design of Structures II||3 KP||2G||B. Stojadinovic|
|Kurzbeschreibung||The following topics are covered: behavior and non-linear response of structural systems under earthquake excitation; seismic behavior and design of moment frame, braced frame, shear wall and masonry structures; fundamentals of seismic response modification; and assessment and retrofit of existing buildings. They are discussed in the framework of risk-informed performance-based seismic design.|
|Lernziel||After successfully completing this course the students will be able to:|
1. Use the knowledge of nonlinear dynamic response of structures to interpret the design code provisions and apply them in seismic design of structural systems.
2. Explain the seismic behavior of moment frame, braced frame and shear wall structural systems and successfully design such systems to achieve the performance objectives stipulated by the design codes.
3. Determine the performance of structures under earthquake loading using modern risk-informed performance assessment methods and analysis tools.
|Inhalt||This course completes the series of two courses on seismic design of structures at ETHZ. Building on the material covered in Seismic Design of Structures I, the following advanced topics will be covered in this course: 1) behavior and non-linear response of structural systems under earthquake excitation; 2) seismic behavior and design of moment frame, braced frame and shear wall structures; 3) fundamentals of seismic response modification; and 4) assessment and retrofit of existing buildings. These topics will be discussed from the standpoint of risk-informed performance-based design.|
|Skript||Electronic copies of the learning material will be uploaded to ILIAS and available through myStudies. The learning material includes the lecture presentations, additional reading, and exercise problems and solutions.|
|Literatur||Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering, Yousef Borzorgnia and Vitelmo Bertero, Eds., CRC Press, 2004 |
Dynamics of Structures: Theory and Applications to Earthquake Engineering, 4th edition, Anil Chopra, Prentice Hall, 2014
Erdbebensicherung von Bauwerken, 2nd edition, Hugo Bachmann, 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, and general-purpose numerical analysis software, such as Matlab, is expected.|
|101-1187-00L||Kolloquium Baustatik und Konstruktion||0 KP||2K||B. Stojadinovic, E. Chatzi, A. Frangi, W. Kaufmann, B. Sudret, A. Taras, T. Vogel|
|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.|
|364-1058-00L||Risk Center Seminar Series||0 KP||2S||B. Stojadinovic, D. Basin, A. Bommier, D. N. Bresch, L.‑E. Cederman, P. Cheridito, H. Gersbach, H. R. Heinimann, M. Larsson, G. Sansavini, F. Schweitzer, D. Sornette, B. Sudret, U. A. Weidmann, S. Wiemer, M. Zeilinger, 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.|