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51 to 60 of 121 Results
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
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
20220819_Working_Slab_example_KU.gh
May 23, 2024 - Timber Column Slab Solver
Unknown - 67.1 KB - MD5: 029c7b2c98761c40a6b5c6d64ce7c5e8
app.config
May 23, 2024 - Timber Column Slab Solver
Unknown - 1.2 KB - MD5: f114525f42e127d4022ba5c522eae475
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