Structural design of a tower with diff earthquake system (shear wall, moment frame, dual system, use viscous damper)
InstructorAhmad Traboulsi
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These 4 complementary views highlight concrete, legible examples from the course presentation.
This presentation slide details the vertical dimensions of a 52-story tower project, displaying specific story heights and cumulative elevations totaling 180 meters.
The ETABS software interface displays the Story Data dialog box, showing a detailed table of structural properties including height, elevation, and color assignments for each floor level.
The ETABS workspace displays a synchronized 2D plan view and 3D model, highlighting red lines that represent the shear walls within the building's structural footprint.
The ETABS modeling environment displays a Story 1 plan view with defined columns and walls, while the Properties panel confirms an opening object is being configured.
The curriculum provides a structured approach to modeling different earthquake resistance parameters, including shear walls, moment frames, and dual systems.
Instruction follows a relevant case study of a 52-story tower, covering elements from foundations to outriggers and dampers.
Learner feedback suggests a need for more explicit criteria regarding outrigger height/location and specific code references for lateral load systems.
One signal indicates that structural changes may be cut out of the modeling videos, potentially obscuring the step-by-step process.
The curriculum aligns with professional engineering needs but is noted as less suitable for undergraduate students.