Search result: Catalogue data in Autumn Semester 2016
Civil Engineering Master | ||||||
3. Semester | ||||||
Major Courses | ||||||
Major in Structural Engineering | ||||||
Number | Title | Type | ECTS | Hours | Lecturers | |
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101-0119-00L | Structural Masonry | W | 3 credits | 2G | N. Mojsilovic | |
Abstract | Knowledge of the engineering properties of materials for masonry construction. Technical understanding of the structural behaviour of load-bearing masonry structures subjected to in-plane forces and combined actions. Develop a technical competence for design procedures for load-bearing masonry structures by means of exercises. | |||||
Objective | Knowledge of the engineering properties of materials for masonry construction. Technical understanding of the structural behaviour of load-bearing masonry structures subjected to in-plane forces and combined actions. Develop a technical competence for design procedures for load-bearing masonry structures by means of exercises. | |||||
Content | Historical Development of Masonry Construction Detailing and Execution Construction Materials Structural Behaviour and Modelling Structural Analysis and Dimensioning Reinforced Masonry Seismic Behaviour | |||||
Lecture notes | Lecture notes | |||||
Literature | "Mauerwerk", Zimmerli Bruno, Schwartz Joseph und Schwegler Gregor, Birkhäuser Verlag Basel, 1999 "Mauerwerk, Bemessungsbeispiele zur Norm SIA 266", SIA Dokumentation D0257, 2015 "Mauerwerk", Norm SIA 266, 2015 "Mauerwerk - Ergänzende Festlegungen", Norm SIA 266/1, 2015 | |||||
Prerequisites / Notice | Structural Concrete III | |||||
101-0129-00L | Existing Structures | W | 3 credits | 2G | T. Vogel | |
Abstract | Treatment of the topic primarily from the perspective of a consulting engineer dealing with a single object. Elaboration of a systematic procedure for respective projects. Consolidation for concrete structures and extension to other construction methods. Uncovering of interfaces between owners, architects, contractors and specialists. | |||||
Objective | Treatment of the topic primarily from the perspective of a consulting engineer dealing with a single object. Elaboration of a systematic procedure for respective projects. Consolidation for concrete structures and extension to other construction methods. Uncovering of interfaces between owners, architects, contractors and specialists. | |||||
Content | Systematics of existing structures, examination (condition survey, condition examination, recommendation of remedial measures), non-destructive testing methods, natural stone masonry, strengthening methods (esp. plate bonding) | |||||
Lecture notes | Lecture notes | |||||
Literature | Normen SIA 269, 269/1 bis 269/6, SIA-Dokumentationen D 0239 und D 0240 der Einführungskurse | |||||
101-0149-00L | Plate and Shell Structures | W | 3 credits | 2G | T. Vogel, S. Fricker | |
Abstract | Basic load bearing behaviour of plate and shell structures | |||||
Objective | Comprehension of basic load bearing behaviour of plate and shell structures; knowledge of typical applications of different materials, ability to reasonably interpret and check results of numerical calculations; establish access to technical literature. | |||||
Content | In-plane loaded plates (cartesian and polar coordinates) Kinematics of in-plane loaded plates Folded plate structures Thin plates with small deflections Circular plates Thin plates with large deflections Geometry of curved surfaces Shells (basics, membrane theory, bending theory, form finding) | |||||
Lecture notes | Autographie "Flächentragwerke" | |||||
Literature | Empfohlen: - Girkmann, K.: "Flächentragwerke", Springer-Verlag, Wien, 1963, 632 pp. - Flügge, S.: "Stresses in Shells", Springer-Verlag, Berlin, 1967, 499 pp. - Hake, E. ; Meskouris,K. : "Statik der Flächentragwerke", Springer-Verlag, Berlin, 2001 - Timoshenko, S.P.; Woinowsky-Krieger, S.: "Theory of Plates and Shells", McGraw-Hill, New-York, 1959, 580 pp. | |||||
101-0159-00L | Method of Finite Elements II | W | 3 credits | 2G | E. Chatzi | |
Abstract | Basic theoretical and procedural concepts of the method of finite elements (FE) for the analysis of nonlinear & dynamic systems are introduced. Kinematic and material nonlinear effects and the dynamic analysis of structures in terms of modal and time domain analysis are described. The course is complemented by Homework Sessions using computing tools and FE software such as MATLAB, ABAQUS & ANSYS. | |||||
Objective | Basic theoretical and procedural concepts of the method of finite elements (FE) for the analysis of nonlinear & dynamic systems are introduced. Kinematic and material nonlinear effects and the dynamic analysis of structures in terms of modal and time domain analysis are described. The course is complemented by Homework Sessions using computing tools and FE software such as MATLAB, ABAQUS & ANSYS. | |||||
Content | Introduction to finite element nonlinear analysis in structural engineering. Formulation and solution of nonlinear problems. Nonlinear constitutive relations. Dynamic finite element analysis. Solution of eigen value problems. Practical application of the finite element nonlinear and/or dynamic analysis Problem solution using MATLAB, ABAQUS and ANSYS | |||||
Lecture notes | Handouts, Course Script available on Link | |||||
Literature | Course Script available on Link Useful Reading: "Nonlinear Finite Elements of Continua and Structures" by T. Belytschko, W.K. Liu, and B. Moran. Bathe, K.J., Finite Element Procedures, Prentice Hall, 1996. | |||||
101-0169-00L | Timber Structures II Prerequisite: Timber Structures I (101-0168-00L) | W | 3 credits | 2G | A. Frangi, R. Jockwer, R. Steiger | |
Abstract | Basic knowledge of structural timber design including material behaviour especially anisotropy, moisture and long duration effects and their consideration in structural analysis and detailing. Design, detailing and structural analysis of timber roof structures, buildings and bridges. | |||||
Objective | Comprehension and application of basic knowledge of structural timber design including material behaviour especially anisotropy, moisture and long duration effects and their consideration in structural analysis and detailing. Design, detailing and structural analysis of timber roof structures, buildings and bridges. | |||||
Content | Field of application of timber structures; Timber as building material (wood structure, physical and mechanical properties of wood and wood-based products); Durability; Principles of design and dimensioning; Connections (dowels, nails, screws, glued connections); Timber components and assemblies (mechanically jointed beams, trusses); Design and detaling of timber roof structures, buildings and bridges. | |||||
Lecture notes | Autography Timber Structures Copies of lecture slides | |||||
Literature | Timber design tables HBT 1, Lignum (2012) Swiss Standard SIA 265 (2012) Swiss Standard SIA 265/1 (2009) | |||||
Prerequisites / Notice | Timber Structures I | |||||
101-0189-00L | Seismic Design of Structures II | W | 3 credits | 2G | B. Stojadinovic | |
Abstract | The following advanced topics are covered: 1) behavior and non-linear response of structural systems under earthquake excitation; 2) seismic behavior and design of moment frame, braced frame, shear wall and masonry structures; 3) fundamentals of seismic isolation; and 4) assessment and retrofit of existing buildings. These topics are discussed in terms of performance-based seismic design. | |||||
Objective | 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 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 performance assessment methods and analysis tools. | |||||
Content | 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 isolation; and 4) assessment and retrofit of existing buildings. These topics will be discussed from the standpoint of performance-based design. | |||||
Lecture notes | The 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. | |||||
Literature | 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 | |||||
Prerequisites / Notice | 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. | |||||
101-0179-00L | Probabilistic Seismic Risk Analysis and Management for Civil Systems | W | 3 credits | 2G | B. Stojadinovic, M. Broccardo, S. Esposito, P. Galanis | |
Abstract | Advanced topics covered in this course are: 1) probabilistic seismic hazard analysis; 2) probabilistic seismic risk analysis; 3) seismic risk management using structural and financial engineering means; and, time permitting, 4) advanced topics in systemic probabilistic risk evaluation. | |||||
Objective | After successfully completing this course the students will be able to: 1. Gather the necessary data and conduct a probabilistic seismic hazard analysis for a site. 2. Gather the necessary data and conduct a probabilistic vulnerability analysis of a building or an element of a civil infrastructure system at a site. 3. Design structural and/or financial engineering solutions to mitigate the seismic risk at a site. | |||||
Content | This course extends the series of two courses on seismic design of structures at ETHZ and introduces the topic of probabilistic seismic risk analysis and seismic risk management for the build environment and civil infrastructure systems. The following advanced topics will be covered in this course: 1) probabilistic seismic hazard analysis; 2) probabilistic seismic risk analysis; 3) seismic risk management using structural and financial engineering means; and, time permitting, 4) advanced topics in systemic probabilistic risk evaluation. | |||||
Lecture notes | The electronic copies of the learning material will be uploaded to ILIAS and available through myStudies. This will include the lecture notes, additional reading, and exercise problems and solutions. There is no textbook for this course. | |||||
Literature | Reading material: - Jack R Benjamin, C. Allin Cornell (2014) Probability, Statistics, and Decision for Civil Engineers - A. H-S. Ang (Author), W. H. Tang Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering - P.E. Pinto, R. Giannini and P. Franchin (2004) Seismic reliability analysis of structures, IUSSPress. Pavia; - McGuire, R.K. 2004. Seismic hazard and risk analysis: EERI Monograph MNO-10, Earthquake Engineering Research Institute. - A Mc. Neil, R. Frey and P. Embrechts, Quantitative Risk Management, Concepts, Techniques and Tools, Princeton University Press, 2015 - R. Rees, A. Wambach, The Microeconomics of Insurance, Foundations and Trends in Microeconomics, Vol. 4, Mps. 1-2 (2008), pp. 1- 163, DOI: 10.1561/0700000023 - 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, 2012 - Erdbebensicherung von Bauwerken, 2nd edition, Hugo Bachmann, Birkhäuser, Basel, 2002 References: -Norm SIA 261: Einwirkungen auf Tragwerke (Actions on Structures). Schweizerischer Ingenieur- und Architekten-Verein, Zürich, 2003 Software: - Bispec: software for unidirectional and bidirectional dynamic time-history and spectral seismic analysis of a simple dynamic system. Link - SAP2000 v15.1: general-purpose 3D nonlinear structural analysis software. Link - OpenSees: Open System for Earthquake Engineering Simulation, is an object-oriented, open- source software framework. Link | |||||
Prerequisites / Notice | ETH Seismic Design of Structures I course (101-0188-00), 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. | |||||
101-0637-01L | Wood and Wood Composites Remark: Until HS15 in major materials and mechanics. | W | 3 credits | 2G | A. Frangi, I. Burgert, G. Fink, M. Fontana, R. Steiger | |
Abstract | Knowledge of characteristic properties of wood as a anisotropic and porous material and their consideration in structural timber design. History, ecology, structure of timber, drying, material properties, influence of moisture and creep. Durability and grading. Solid timber, glued laminated timber and wood composites. Fire behaviour and fire design. | |||||
Objective | Knowledge of characteristic properties of wood as a anisotropic and porous material and their consideration in structural timber design. Knowledge about history, ecology, structure of timber, drying, material properties, influence of moisture and creep, durability and grading. Knowledge about material properties and field of applications of solid timber, glued laminated timber and wood composites. Design of timber in fire. | |||||
Content | Characteristic properties of wood as a anisotropic and porous material and their consideration in structural timber design. History, ecology, structure of timber, drying, material properties, influence of moisture and creep, grading. Durability. Material properties and field of applications of solid timber, glued laminated timber and wood composites. Fire safety and fire design. Case studies. | |||||
Lecture notes | Power Point slides. Further literature. | |||||
Literature | - U. Lohmann: Holzhandbuch, 2. Aufl., DRW-Verlag Stuttgart, 1982 - R. von Halasz, C. Scheer (Hrsg.): Holzbau-Taschenbuch, Band 1: Grundlagen, Entwurf und Konstruktionen, 8. Aufl., Verlag Ernst & Sohn, Berlin., 1986 | |||||
Prerequisites / Notice | Die Vorlesung ist mit einer halbtägigen Exkursion verbunden. Voraussetzungen: Grundkenntnisse der Baustoffkunde | |||||
101-0190-06L | Topics on Signal Processing and Identification | W | 2 credits | 2V | S. Pakzad | |
Abstract | In this course some fundamental topics on digital signal processing will be reviewed. This includes an introduction to digital signals In time, frequency and z-domain, as well as sampling theory and digital filter design. We will then discuss the state space model of dynamic systems and introduce methods of identification of such systems, with an emphasis on using data from mobile sensors. | |||||
Objective | The students will be able to analyse digital signals and systems in time-, z-, and frequency domains, and create, implement, and identify digital systems. The examples and sample data are measured from civil structures. |
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