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PNJ Case Study: High-Rise Torsion Control & Safety

Structural Design

One of the requirements in high-rise building structural design involves structural analysis checks. Inter-story drift is a key control parameter that must be maintained within maximum limits. A consequence of building drift is torsional irregularity. Horizontal torsional irregularity occurs because the building's center of mass and center of rigidity are not aligned, particularly when the building is subjected to lateral forces.

In this specific case, the horizontal torsional irregularity exceeds the allowable limits and falls under Type 1b, where the maximum story drift is greater than 1.4 times the average inter-story drift. Consequently, several design stages and the application of additional loads—in accordance with SNI clauses—must be reiterated until the entire structure complies with all structural analysis control requirements.

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