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201 to 210 of 347 Results
Visualize.cs
May 23, 2024 - ABxM.MultiStorey.Columns: Agent-based Column Arrangement for Multi-Storey Structures
Unknown - 6.5 KB - MD5: 361610fe3deea20c9426061869d6ab81
Multi-Level, Multi-Agent Timber Slab Design Method Proof of Concept
May 23, 2024 - EXC IntCDC RP 3: Multi-Storey Wood Building System
Orozco, Luis; Skoury, Lior; Menges, Achim, 2024, "Multi-Level, Multi-Agent Timber Slab Design Method Proof of Concept", https://doi.org/10.18419/DARUS-4170, DaRUS, V1
This repository contains the algorithmic methods and geometric results of the proof of concept for a multi-level, multi-agent timber slab design method. It includes the base plan, the structural simulation methods used for both its initial rough and subsequent fine grain analysis, the algorithm for its segmentation, and the two agent simulations us...
00_BaseFile.3dm
May 23, 2024 - Multi-Level, Multi-Agent Timber Slab Design Method Proof of Concept
Unknown - 4.8 MB - MD5: 7f5883260a0b7da45f771e6bd84d2897
01_SofistikAnalysis.gh
May 23, 2024 - Multi-Level, Multi-Agent Timber Slab Design Method Proof of Concept
Unknown - 115.3 KB - MD5: f4a9becfdbc0f1043e0ca04fb9012e47
02_SplotchWeb_Generate.gh
May 23, 2024 - Multi-Level, Multi-Agent Timber Slab Design Method Proof of Concept
Unknown - 329.6 KB - MD5: e6e88c757e9b2e9d9a3e4564b5ff1213
eCAADe-Fine-Analysis.json
May 23, 2024 - Multi-Level, Multi-Agent Timber Slab Design Method Proof of Concept
JSON - 7.8 MB - MD5: c102f1a3fb6b5bd8f656efd8dea47282
eCAADe-Rough-Analysis.json
May 23, 2024 - Multi-Level, Multi-Agent Timber Slab Design Method Proof of Concept
JSON - 273.7 KB - MD5: 7c0be4a690e2722389e0633c3dfe22fd
Timber Column Slab Solver
May 23, 2024 - EXC IntCDC RP 3: Multi-Storey Wood Building System
Udaykumar, Keerthana; Orozco, Luis; Krtschil, Anna; Menges, Achim; Knippers, Jan, 2024, "Timber Column Slab Solver", https://doi.org/10.18419/DARUS-4172, DaRUS, V1
This dataset contains an agent-based exploration of the design space for modular slab and column systems. The primary objective is to equip designers with the ability to pinpoint structural configurations that adhere to Serviceability Limit State (SLS) deflection criteria from the beginning of the design process. The methods represent an innovative...
09062022_3beamtest3_KU.gh
May 23, 2024 - Timber Column Slab Solver
Unknown - 12.5 KB - MD5: 809760e0d2ca7959618aacdb1794a232
20220819_working_beam_test_KU.gh
May 23, 2024 - Timber Column Slab Solver
Unknown - 18.6 KB - MD5: 8f1aef2e7d70e2fc75ace23d8cafc76e
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