Influence of slab structure on the behavioral analysis of hybrid outrigger system

• Published in: The structural design of tall and special buildings 2024-04, Vol.33 (6)
• Main Authors: John, Neethu Elizabeth, Kamath, Kiran
• Format: Article
• Language: English
• Subjects: Bending moments; Earthquake loads; Earthquakes; Effectiveness; Hybrid systems; Mechanical properties; Parameters; Performance indices; Seismic activity; Stiffness; Structural engineers; Wind; Wind loads
• ISSN: 1541-7794; 1541-7808
• DOI: 10.1002/tal.2080

Outriggers are internal structural systems used to enhance the stiffness and strength of high‐rise structures. This research investigates the efficacy of a hybrid outrigger system (HOS) which consists of one conventional and one virtual outrigger at two distinct floor levels in high‐rise RCC buildings. A non‐dimensional quantity, ϒ, defined as the relative stiffness ratio between the core and the diaphragm is used to describe variations in the stiffness of the building's core, stiffness of floor diaphragm, breadth, and height of the structure, in the behavioral analysis of the HOS. To investigate the efficacy and optimum locations of the hybrid outriggers, static and dynamic analysis are carried out on models with four‐story heights of 140, 210, 280, and 350 m under static wind loading, uniform wind loading, equivalent static earthquake loading, and dynamic earthquake loading. Results are assessed based on the responses from roof displacement (Disp top ), base bending moment, roof acceleration (Acc top ), fundamental period, and absolute maximum inter‐story drift ratio (ISD abs.max ). Based on the minimum responses of the aforementioned dependent parameters under wind and earthquake excitations, the corresponding optimum locations of hybrid outriggers are investigated. To investigate the impact of the slab on the functionality of the HOS, the behavior of shell stress variation in the tension and compression side of the slab at the outrigger floor level and the force transmission through the column at the outrigger level is analyzed. Also, the optimum location of the hybrid outriggers based on the ideal performance index (Ideal PI ) is investigated. Ideal PI is defined as a parameter that considers the combined response of Disp top , Acc top , and ISD abs.max and the criteria required for the structure under wind and seismic loads. From the behavioral analysis results, it is found that an increase in the stiffness of the slab showed an improved performance of the HOS compared to an increase in the stiffness of the core, and HOS performance can be maximized by increasing both thickness of the slab and outrigger arm length. The findings of the optimum location analysis could serve as a guide for structural engineers when selecting suitable positions for hybrid outriggers in high‐rise structures.