# Dynamics of Structures II

 Title ΔΥΝΑΜΙΚΗ ΤΩΝ ΚΑΤΑΣΚΕΥΩΝ ΙΙ / Dynamics of Structures II Code ΤΕ2400 Faculty Engineering School Civil Engineering Cycle / Level 1st / Undergraduate Teaching Period Winter/Spring Common No Status Active Course ID 20000178

### Programme of Study: PPS TMĪMATOS POLITIKŌN MĪCΗANIKŌN (2018-2019)

Registered students: 159
OrientationAttendance TypeSemesterYearECTS
Division of Structural EngineeringCompulsory Course belonging to the selected specialization (Compulsory Specialization Course)844
Division of Hydraulics and Environmental EngineeringElective Courses844
Division of Geotechnical EngineeringElective Courses844
Division of Transport and Project ManagementElective Courses844

 Academic Year 2020 – 2021 Class Period Spring Faculty Instructors Instructors from Other Categories Weekly Hours 3 Class ID 600170506
SectionInstructors
1. ΤΕ2400

### Class Schedule

 Building Πολυτεχνείο - πτέρυγα Β (Πολιτικών Μηχ.) Floor Ισόγειο Hall ΑΙΘΟΥΣΑ TOMEA TETK Δ5Δ6 (226) Calendar Παρασκευή 12:00 έως 15:00
Course Type 2016-2020
• Scientific Area
• Skills Development
Course Type 2011-2015
Knowledge Deepening / Consolidation
Mode of Delivery
• Face to face
Digital Course Content
Erasmus
The course is also offered to exchange programme students.
Language of Instruction
• Greek (Instruction, Examination)
• English (Examination)
Prerequisites
General Prerequisites
Although not necessarily required, good knowledge on the following subjects is strongly recommended: Dynamics Of Structures I Numerical Methods in Structural Analysis I
Learning Outcomes
At the end of the course the student should be able to: Determine the stiffness matrix of a single storey asymmetric building Determine the natural periods and the mode shapes of a single storey asymmetric building Determine the torsional radius of a single storey asymmetric building Determine the natural periods and the mode shapes of a multi-storey asymmetric building Determine the torsional radii of a multi-storey asymmetric building Apply the response spectrum method Apply the lateral Force procedure Apply the non linear static procedure for seismic analysis
General Competences
• Apply knowledge in practice
• Work autonomously
• Work in an international context
• Work in an interdisciplinary team
Course Content (Syllabus)
Static and dynamic analysis of asymmetric single-storey buildings: Shear center (center of Rigidity or center of twist) and centers of eigen-vibration, coupled torsional-translational vibration and torsional sensitivity, seismic response and seismic loads, equivalent static eccentricities, seismic codes provisions. Static and dynamic analysis of asymmetric multistorey buildings: fictitious elastic axis and free vibration, seismic response and seismic loads, spatial superposition (directional combination) and simultaneous values of response parameters. Introduction to inelastic structural analysis. Curvature Ductility and Displacement ductility. Introduction to non Linear Static Analysis (push over analysis). Introduction to vibration of systems with distributed mass and elasticity.
Keywords
Dynamics of Structures, Asymmetric R/C buildings, Seismic Analysis, Systems with Distributed mass
Educational Material Types
• Notes
• Slide presentations
• Book
Use of Information and Communication Technologies
Use of ICT
• Use of ICT in Course Teaching
• Use of ICT in Laboratory Teaching
• Use of ICT in Communication with Students
Description
Static and dynamic analysis of asymmetric single-storey buildings: Shear center (center of Rigidity or center of twist) and centers of eigen-vibration, coupled torsional-translational vibration and torsional sensitivity, seismic response and seismic loads, equivalent static eccentricities, seismic codes provisions. Static and dynamic analysis of asymmetric multistorey buildings: fictitious elastic axis and free vibration, seismic response and seismic loads, spatial superposition (directional combination) and simultaneous values of response parameters.
Course Organization