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Canya Columna

Team member(s): and
Modified by on

PSEUDOCODE

Base Geometry

Original geometry
Joint elements drawn from segment intersection points
Placeholder roof element drawn from top geometry grid

Karamba

Karamba roof shell element from placeholder roof mesh
Roof loads determined by geometric intersections and roof mesh and material + gravitational self weight
Karamba analysis model

Sole Fitness Objective: MINIMIZE Deformation output in cm

Karamba deformation simulation
Parameters; Base Geometry Branch Angle Ratios
RATIO 1A
RATIO 1 B
RATIO 2
Galapagos

Analysed Iterations
Total Iteration Count: 1036

ITERATION

COMPLETE SCRIPT
ORIGINAL STUDIO PROJECT SCRIPT
This part of script completed by Sejin Park in team for Robotics for Ecological Buildings Studio (geometry developed as team)
ROOF AND JOINT ELEMENT CREATION
KARAMBA ELEMENTS AND ANALYSIS
GALAPAGOS, DATA RECORDING, AND DATA TEXT

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Canya Columna is a project of IAAC, Institute for Advanced Architecture of Catalonia developed in the Master in Advanced Architecture 01 - 2025-2026 by the student(s) and during the course MAA01 25/26 Computational Design III (Level 1) Seminar with Akshay Madapura and Surayyn Uthaya Selvan.