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OPTIMAL DESIGN OF REGULAR DIAGRID SYSTEMS WITH DISCRETE VARIABLES UNDER DIFFERENT GEOMETRIES AND BOUNDARY CONDITIONS

Publish Year: 1403
Type: Journal paper
Language: English
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Document National Code:

JR_IJOCE-14-4_001

Index date: 26 November 2024

OPTIMAL DESIGN OF REGULAR DIAGRID SYSTEMS WITH DISCRETE VARIABLES UNDER DIFFERENT GEOMETRIES AND BOUNDARY CONDITIONS abstract

Diagrids are of practical interest in high-rise buildings due to their architectural configuration and efficiency in withstanding lateral loads by exterior diagonal members. In the present work, diagrid models are screened based on a sizing optimization approach. Section index of each member group is treated as a discrete design variable in the optimization problem to be solved. The structural constraints are evaluated due to Load and Resistant Design Factor regulations under both gravitational and wind loadings. The research is threefold: first, falcon optimization algorithm is utilized as a meta-heuristic paradigm for such a large-scale and highly constrained discrete problem. Second, the effect of geometry variation in diagrids on minimal structural weight is studied for 18 diagrid models via three different heights (12, 20 and 30 stories) and three diagrid angles. Third, distinct cases of rigid and flexible bases are compared to study the effect of such boundary conditions on the results. The effect of soil flexibility beneath the foundation on the optimal design was found highly dependent on the diagrid geometry. The best weight and performance in most of the treated examples belong to the geometry that covers two stories by every grid line on the flexible-base.

OPTIMAL DESIGN OF REGULAR DIAGRID SYSTEMS WITH DISCRETE VARIABLES UNDER DIFFERENT GEOMETRIES AND BOUNDARY CONDITIONS Keywords:

OPTIMAL DESIGN OF REGULAR DIAGRID SYSTEMS WITH DISCRETE VARIABLES UNDER DIFFERENT GEOMETRIES AND BOUNDARY CONDITIONS authors

L. Coelho

Civil Engineering Department, Faculty of Engineering, Kharazmi University, Tehran, Iran

M. Shahrouzi

Civil Engineering Department, Faculty of Engineering, Kharazmi University, Tehran, Iran

N. Khavaninzadeh

Civil Engineering Department, Faculty of Engineering, Kharazmi University, Tehran, Iran