School of Engineering and Technology, (SET)
As modern structures are becoming slender and light, they are also becoming more susceptible to dynamic loadings. Various examples of real-life dynamic problems that frequently confront civil engineers include: aerodynamic stability of long-span bridges, earthquake response of multi-story buildings, impact of moving vehicles on highway structures, etc. The traditional engineering solutions to these problems, based on "static force" and "static response", are no longer valid in most cases. Many of these problems have to be tackled by applying knowledge of structural dynamics. Thus, a basic understanding of the dynamic behavior of structures as well as the underlying principles is essential for structural engineers

The students on the completion of this course would be able to:

  • Gain basic understanding of principles of structural dynamics
  • Integrate the principles of structural dynamics in structural design of tall buildings and earthquake engineering
  • Analyze and solve problems in dynamic response and behavior of tall buildings

 

None

I. Dynamics of Simple Structures

  1. Formulation of mathematical model of single-degree-of-freedom (SDF) systems
  2. Free vibration response of SDF systems
  3. Response of SDF systems to harmonic loading
  4. Response of SDF systems to periodic loading
  5. Response of SDF systems to impulse loading
  6. Response of SDF systems to arbitrary dynamic loading

 II. Dynamics of Multi-Degree-of-Freedom (MDF) Structures

  1. Formulation of mathematical model of MDF structures
  2. Free vibration response of MDF systems
  3. Modal analysis, mode shapes, natural periods and other modal properties
  4. Forced vibration response of MDF systems
  5. Dynamic response of MDF systems using step-by-step integration procedures

III Concepts of Structural Dynamics used in Earthquake Engineering

  1. Elastic response spectrum
  2. Role of damping in structural design of tall buildings

IV Control of Dynamic Response

  1. An overview of vibration control
  2. Tuned mass dampers
  3. Active control

 

No designated textbook, Lecture notes will be provided by the instructor.

  1. Chopra, A. K. (2017). Dynamics of Structures - Theory and Applications to Earthquake Engineering. Prentice Hall international series,
  2. Clough, R. W. and Penzien J. (2003). Dynamics of Structures. Computers and Structures,
  3. Craig, R. R. (2010). Structural dynamics: An introduction to computer methods. ISBN 0471044997,
  4. Smith, J. W. (1988). Vibration of Structures: Applications in Civil Engineering Design. Chapman and Hall,
  5. Tauchert, T. R. (1974). Energy Principles in Structural Mechanics. McGraw-Hill,
  6. Bachmann, H. and Ammann, W. (1987). Vibrations in structures induced by man and machines. Structural Engineering Documents. Vol. 3e. International Association for Bridge and Structural Engineering (IABSE), Zurich,
  7. Newland, D. E. (1993). An Introduction to Random Vibrations, Spectral and Wavelet Analysis. Longman, 3rd Edition,
  8. Crandall, S. H. and Mark, W. D. (1963). Random Vibration in Mechanical Systems. Academic Press, New
  • Earthquake Engineering and Structural Dynamics, Wiley
  • Engineering Structures, Elsevier
  • Structural Design of Tall and Special Buildings, Wiley
  • Journal of Structural Engineering, ASCE
  • Soil Dynamics and Earthquake Engineering, Elsevier
  • Journal of the engineering mechanics division, ASCE
  • Magazine of Concrete Research, ICE
  • Structures and Buildings, ICE
  • Lecture Videos: 25 hours (online)
  • Lecture Presentations: 20 hours (online)
  • Faculty Interaction: 10 hours (on campus)
  • Self-Study: 135 hours

The teaching and learning method involves two ways as mentioned below:

Online Component (75%):

  • Study materials (presentations, videos, articles, etc.) through an online system
  • Interactive medium of communication with faculty (instructor and TA), professional engineers and other students through chat
  • Weekly assignments In-class Component (25%):
  • Lectures and discussion with faculty

The final grade will be computed according to the following weight distribution:

  • Online Quizzes and progress: 10% (Online)
  • Online Assignments: 40% (Online submission)
  • Final Exam (Open Book): 50% (on-campus)

An “A” would be awarded if the student demonstrates thorough knowledge of concepts and techniques together with a high degree of skill and originality in the use of those concepts and techniques. A “B+” would be awarded if the student demonstrates thorough knowledge of concepts and techniques together with a fair degree of skill in the use of those concepts and techniques. A “B” would be awarded if the student demonstrates good level of knowledge of concepts and techniques with considerable skill in using them. A “C+” would be awarded if the student demonstrates that more efforts is required in relation to the required knowledge of concepts and techniques. A “C” would be awarded if the student demonstrates that intensive efforts is needed in relation to the required knowledge of concepts and techniques. A “D” would be awarded if the students’ understanding of the concepts and techniques is unacceptably low.

SECTION NAME
A Prof. Pennung Warnitchai , Dr. Fawad Ahmed Najam