Dayana Bulatbekova

For this assignment, I developed and evaluated a series of high-rise building form alternatives for a proposed project site in Dubai near Business Bay. I focused on exploring how building height (650–750 feet) and rotation angle (15°–90°) influence key performance metrics related to geometry and orientation. As part of analysis, I created two custom nodes in Dynamo:

  1. Economic Performance Node

This node calculates two critical cost-related metrics:

  • Estimated Construction Cost:
  • Computed using a height-based cost gradient, where the cost per square foot increases linearly from $500 at ground level to $1000 at 750 feet.

  • Unit Cost:
  • Derived by dividing the estimated cost by the gross floor area to understand the cost-efficiency per usable square foot.

These metrics help identify forms that provide the most usable area for the lowest construction investment, a key consideration for developers.

  1. Directivity Analysis Node:
    1. This node evaluates how aligned the building surfaces are to desirable orientations, which affects:

    2. Solar gain potential
    3. Visual connectivity to local landmarks or views
    4. Environmental responsiveness of the façade
    5. This metric helps identify building rotations that improve solar access and contextual responsiveness

  • Main Dynamo Function
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  • Evaluation Function (Includes 2 custom nodes)
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  • Geometric Metrics Node (custom node 1)
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  • Directivity Node (custom node 2)
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Height
Rotation
Gross Floor Area
Gross Surface Area
Estimated Cost
Unit Cost
EFAR
FAR
Directivity
650
15
2803489.945
691378.0562
2154900146
768.6491438
0.246613
1.257051
33.98291351
650
30
2811563.11
692238.0795
2162271383
769.0637908
0.246211
1.258615
33.99738716
650
45
2816106.256
693221.3479
2172757727
771.5467848
0.246163
1.260402
34.98379452
650
60
2813760.9
693884.634
2182890647
775.7910942
0.246604
1.261608
35.20443479
650
75
2801029.607
693655.4547
2188715830
781.3968925
0.247643
1.261192
33.89083225
650
90
2776227.096
692085.6991
2187576524
787.9674279
0.24929
1.258338
34.42988162
675
15
2890066.387
712189.0373
2221504146
768.6688985
0.246427
1.294889
33.98256696
675
30
2897493.622
712984.3313
2228227925
769.0190955
0.246069
1.296335
34.98858481
675
45
2897260.328
713396.41
2234992949
771.4159916
0.246231
1.297084
34.98429121
675
60
2887126.208
713097.9839
2239267957
775.6044578
0.246992
1.296542
35.20953662
675
75
2864968.957
711656.3984
2238219427
781.2368861
0.248399
1.293921
33.88720749
675
90
2830213.914
708734.5055
2230052179
787.9447445
0.250417
1.288608
34.44392768
700
15
2976795.867
733032.6649
2288229779
768.6888457
0.246249
1.332787
33.98219998
700
30
2983803.9
733787.3692
2294479365
768.9779362
0.245923
1.334159
34.98938352
700
45
2979400.666
733700.4382
2297987977
771.2920263
0.246258
1.334001
34.98276638
700
60
2962208.634
732533.2834
2296948130
775.4174045
0.247293
1.331879
35.21422139
700
75
2931232.865
729965.4112
2289444926
781.0518755
0.24903
1.32721
34.37438446
700
90
2886897.011
725755.5081
2274460664
787.8565308
0.251396
1.319555
34.44671929
725
15
3063550.63
753892.2861
2354979840
768.7092931
0.246084
1.370713
33.98182027
725
30
3070333.481
754627.0045
2360902161
768.9399785
0.24578
1.372049
34.99011329
725
45
3062260.778
754101.2699
2361537724
771.1745978
0.246256
1.371093
34.98140021
725
60
3038634.85
752143.527
2355649641
775.2328782
0.247527
1.367534
34.88826595
725
75
2999397.942
748524.8657
2342085555
780.8518911
0.249558
1.360954
34.37930208
725
90
2945868.225
743089.0246
2320525234
787.7220082
0.252248
1.351071
34.4495892
750
15
3150235.607
774756.6192
2433246286
772.401366
0.245936
1.408648
33.9814346
750
30
3156962.889
775489.6451
2438984528
772.5730754
0.245644
1.409981
34.99078813
750
45
3145640.526
774574.4769
2436918721
774.6971408
0.246237
1.408317
34.98016532
750
60
3116116.6
771894.6836
2426280114
778.6230186
0.24771
1.403445
34.88692655
750
75
3069123.329
767292.4316
2406577345
784.1253308
0.250004
1.395077
34.38400643
750
90
3006781.743
760689.2683
2378144611
790.9269161
0.252991
1.383071
34.45257292

Best three designs are :

Height
Rotation
Estimated Cost
Unit Cost
EFAR
FAR
Directivity
675
45
2,239,642,959
775.604475
0.246992
1.296542
34.8925699
700
15
2,294,479,365
768.902955
0.246523
1.331159
34.8824223
725
60
2,345,469,641
781.652745
0.246397
1.367593
34.8882504

The design with a height of 675 meters and a 45° rotation is the best choice because it offers an optimal balance between cost efficiency, spatial performance, and design practicality. It has a moderate estimated cost and a relatively low unit cost compared to taller alternatives, while maintaining a high EFAR and FAR, indicating excellent space utilization and density. This makes it an efficient option without the structural and financial complexities of taller buildings. Additionally, its directivity value suggests good environmental performance, and the 45° rotation provides a more dynamic and potentially site-responsive form. Overall, this design maximizes value while minimizing trade-offs.

Do the new evaluation metrics that you’ve designed capture the meaningful differences between the building form alternatives?

Economic metric can be an effective measure of a better design. Although directivity is a useful metric, in this case all the design had relatively similar geometry and hence the metric didn’t differ much. What other metrics would be useful to compute to help understand and make the case for which alternatives are truly better than others?

For a high rise building we can also conduct a wind and solar analysis to see what are the environmental factors affecting each design alternative.