Structural Analysis II
| Title | Εφαρμοσμένη Στατική Υπερστατικών Φορέων (Κορμού) / Structural Analysis II |
| Code | ΤΚ5100 |
| Faculty | Engineering |
| School | Civil Engineering |
| Cycle / Level | 1st / Undergraduate |
| Teaching Period | Winter/Spring |
| Common | No |
| Status | Active |
| Course ID | 600022003 |
Programme of Study: PPS TPM - EISAKTEOI APO 2022 KAI EXĪS
Registered students: 208
| Orientation | Attendance Type | Semester | Year | ECTS |
|---|---|---|---|---|
| KORMOS | Compulsory Course | 5 | 3 | 6 |
| Academic Year | 2025 – 2026 |
| Class Period | Winter |
| Faculty Instructors | |
| Instructors from Other Categories | |
| Weekly Hours | 6 |
| Total Hours | 78 |
| Class ID | 600284565
|
Course Type 2021
Specific Foundation
Mode of Delivery
- Face to face
Digital Course Content
- e-Study Guide https://qa.auth.gr/en/class/1/600284565
Prerequisites
General Prerequisites
Good knowledge on the following subjects is strongly recommended: Engineering Mechanics I, Strength of Materials and Structural Elements I, Strength of Materials and Structural Elements II, Structural Analysis I
Learning Outcomes
Numerical approximative for behavior of beam structures. . Analysis of frame or building structures,under gravity, static, wind or seismic loads. Numerical examples. The method of Force based procedure. The stiffness method.
Course Content (Syllabus)
The Force (flexibility or compatibility) method for indeterminate skeletal structures. • Determination of number of redundancies of indeterminate structures. • The primary structural system and the compatibility conditions for external loading and compulsions • Determination of stress state due to external loading and compulsions. • The displacements of indeterminate structures, a methodology for calculating their deformed shape. • Ordinary indeterminate structures (continuous beams, composite beams, plane frames and trusses, plane grillages, spatial frames). • Influence lines of stress and displacement components. Evaluation of influence lines for given load patterns. • The use of hyperstatic primary structural system. Introduction to the Displacement method for hyperstatic skeletal structures. • The main concept of the method, the geometric primary system, the solution process, a parallelism with the Force method. • The inextensible frames. Simplification of Displacement method for calculating internal forces, deformed shapes and influence lines, of certain classes of inextensible frames. • The combined application of Force and Displacement method, • Symmmetric and antisymmetric indeterminate skeletal structures. Also, within the framework of the course, the students elaborate mandatory homework ("personal project").
Course Organization
| Activities | Workload | ECTS | Individual | Teamwork | Erasmus |
|---|---|---|---|---|---|
| Lectures | 78 | 2.8 | ✓ | ||
| Reading Assigment | 11 | 0.4 | ✓ | ||
| Tutorial | 39 | 1.4 | ✓ | ||
| Project | 36 | 1.3 | ✓ | ||
| Exams | 3 | 0.1 | ✓ | ||
| Total | 167 | 6.0 |
Bibliography
Course Bibliography (Eudoxus)
Βιβλίο [1073]: ΣΤΑΤΙΚΗ ΤΩΝ ΓΡΑΜΜΙΚΩΝ ΦΟΡΕΩΝ, ΜΗΤΣΟΠΟΥΛΟΥ ΕΥΘΥΜΙΑ
Βιβλίο [168]: Στατική των κατασκευών τόμος Ι, Ιωάννης Αβραμίδης
Additional bibliography for study
-Βιβλίο [11361]: Στατική των γραμμικών φορέων, Τόμος 1, Νιτσιώτας Γεώργιος -Βοηθητικό ξενόγλωσσο υλικό ηλεκτρονικά διανεμόμενο στους παρακολουθούντες τα μαθήματα
Last Update
14-01-2025
