Dayana Bulatbekova

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Part 1:

In the first part , I worked with an existing rectangular twisting tower conceptual mass model in Revit. The form was defined by parametric inputs including the base width and length, top width and length, overall height, and the rotation angle applied at the top floor. This model allowed for controlled geometric variation through simple parameter changes.

Using Dynamo, I created a parametric graph that flexed the height of the building between 400 meters and 450 meters, and the rotation angle between 15 and 60 degrees. The purpose of this analysis was to observe how these variables influenced the gross floor area, envelope surface area, and overall volume of the design. Each iteration was carefully evaluated to ensure the gross floor area remained within the project constraint of 2,500,000 to 3,000,000 SF. The Dynamo logic enabled automated testing and data extraction, allowing performance metrics to be efficiently recorded across multiple design scenarios.

image
Height
Rotation
Gross Floor Area
Gross Surface Area
400
15
2754601.371
625508.7593
400
30
2665827.458
619850.464
400
45
2524608.556
610597.511
400
60
2340568.5
597991.9748
450
15
3081087.439
682347.537
450
30
2981204.777
675517.7598
450
45
2822314.407
664355.1736
450
60
2615244.444
649170.3029

Part 2:

I designed a custom conceptual mass family in Revit to explore more flexible tower geometries. The form consisted of three vertically stacked profiles (base, middle, and top) that could each be independently rotated and scaled. The key parameters included overall height, width and length of the footprint, and rotation angles at the base, middle, and top levels. This allowed for complex twisted and tapered forms that responded dynamically to input changes.

I integrated this model into the same Dynamo analysis workflow, varying the height between 450 meters and 700 meters, and applying rotation angles from 15 to 60 degrees across the levels. The goal was to assess how these geometric manipulations impacted the floor area, surface area, and volume. As in Part 1, all test cases were constrained to keep the total floor area below 3,000,000 SF.

This approach enabled a comparative evaluation of both standardized and custom-designed forms, focusing on how simple parametric changes influence overall building performance in terms of spatial efficiency and surface exposure.

image

Here is my conceptual mass that i used:

image
Height
Rotation
Gross Floor Area
Gross Surface Area
450
15
2133665.005
533635.2779
450
30
2169111.518
537298.1393
450
45
2264930.154
549473.9654
450
60
2355149.91
562647.0265
500
15
2265468.221
569557.3227
500
30
2286721.397
571765.8473
500
45
2345078.077
579267.9235
500
60
2411228.602
588732.8957
550
15
2423642.529
609090.7349
550
30
2437794.112
610571.3254
550
45
2471117.867
615018.4558
550
60
2509810.729
620848.0981
600
15
2591563.832
649955.5118
600
30
2601806.163
651035.1304
600
45
2618336.447
653452.7514
600
60
2634290.233
656390.7469
650
15
2803489.945
691378.0562
650
30
2811563.11
692238.0795
650
45
2816106.256
693221.3479
650
60
2813760.9
693884.634
700
15
2976795.867
733032.6649
700
30
2983803.9
733787.3692
700
45
2979400.666
733700.4382
700
60
2962208.634
732533.2834