Application of modified partial capacity design on six-story L-shaped reinforced concrete buildings with variations on elastic columns configurations
نویسندگان
چکیده
Abstract Modified Partial Capacity Design (M-PCD) is an alternative design method for seismic-resistant structures. M-PCD adopts the partial side sway mechanism its failure where beams and some columns are allowed to develop plastic hinges. This uses two models design. The first model simulates a small earthquake occurrence used columns. second larger damages on structure. elastic designed based superposition of internal forces from models, provided that effects gravity loads considered only once. study focuses application six-story L-shaped reinforced concrete buildings with variations configurations. Nonlinear time history analyses determine buildings’ performance levels (EDRS MCE R ) directions (0° 45° rotated earthquake). results show observed in most analyzed structures drifts within set boundaries.
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ژورنال
عنوان ژورنال: IOP conference series
سال: 2023
ISSN: ['1757-899X', '1757-8981']
DOI: https://doi.org/10.1088/1755-1315/1195/1/012006