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EQE 685 – Seismic Analysis and Design of Tall Buildings
COURSE NO AND TITLE : EQE 685 – Seismic Analysis and Design of Tall Buildings
- Tall buildings: Definition and significance of tall buildings in seismic design
- Recent history of development of tall building seismic design guidelines
- Structural systems and elements of tall buildings
Structural systems commonly applied in tall buildings
Structural elements: Their behaviour and role in seismic response
Basic guidelines for establishing tall building structural systems
- Performance-based design essentials of tall buildings
Seismic performance objectives
- Structural modeling for tall buildings: Nonlinear modeling options
Lumped plasticity: Plastic hinge model
Distributed plasticity: Fibre (cell) model
Modeling of beams, slabs, columns, walls, coupled walls and others
- Analysis for preliminary design
Capacity design applications: Deformation-controlled and force-controlled response
Pushover analysis as a preliminary design tool (Aydınoğlu 2014)
Preliminary proportioning procedure for coupled walls (Vuran & Aydınoğlu 2016)
- Nonlinear Response History Analysis (NRHA) in time domain
Selection and scaling of seismic ground motion
P-Delta effects
- Performance Evaluation Criteria
Deformation-controlled evaluation criteria in terms of plastic rotations and/or strains
Force-controlled evaluation criteria: Critical and non-critical response quantities
- Three-stage performance-based design of tall buildings according to recent Turkish Building Seismic Code - TBSC 2016
Other seismic design codes and guidelines for tall buildings
- Case studies on seismic modeling, preliminary design and performance evaluation of actual tall buildings
- Tall building foundation design including soil-pile-structure interaction in adverse soil conditions.
- 2 or 3 homeworks spread over the semester
- Final exam on homeworks.
REFERENCE TEXTBOOKS :
(optional) course notes will be provided.
To be given in the course