Portfolio
Diego Huacuja Bucay 1
Portfolio
diegoh2@illinois.edu dhuacu@gmail.com p. 773 5754594
Diego Huacuja Bucay 2
3
ARCHITECTURE 8
Brick 18
82 Multi-Mode Transport System Hub
16 Sensate Space Research Center
86 Re-Design of McFarland Carillion
34 Heiku Kata Virtual House
90 What if Antoni Gaudi Knew SDO?
42 El Museo de Nuestros Recorridos
96 Multi-Cell Cast-in-Place Post-Tensioned Box Girder Bridge
50 Lakota Cultural Center 56 Oz Residence Studio Addition 62 Boat House 68 Urban Infill 74 Meditation Hut
4
STRUCTURAL ENGINEERING AND DESIGN
DESIGN 102 Studies on Topology
Professional Work 116 Proyecto BIM. Cocheras Linea 12
106 Scherk Minimal Surface Lamp 110 Personal Architectural Sanctuary Space
5
“Architecture, thus, must be the art that awakens back the oblivious dweller. Through a phenomenological experience bringing the beholder back to the single unquestionable reality, the present. To understand technology in all its forms and create the built form that Boulleé could only imagine. To connect humanity back to nature as a cosmological whole. It must develop a place that reveres the place and time where it sits. Architecture must save humankind from its absence, designing not for people, but life” From my Architecture Manifesto
ARCHIT 6
ECTURE 7
8
Brick 18
Term:
Spring 2021
Class:
ARCH 572
Site
Clybourn Corridor, Chicago, IL
Team:
Diego Huacuja Bucay, Jehlani Carter Pace, and Hakeem Barre
Located in an intersection of an industrial past and a developed future. This project connects the history of the site to the contemporary gentrification of Chicago. Through materiality, program, and site response, this project references its temporal and spatial context. Also, it serves as a catalyzer for community creation. Thus, connecting the contradictions of tradition and the new, spatially, temporarily, and socially. The premises that drove the residential design and the amenities specified were the WELL standard, and the Framework for Design Excellence by the AIA, as well as our established design goals.
9
Site Plan
10
Housing Distribution
Mass Development
11
Residential Typical Floor Plan Marcey st. Elevation
12
Clybourn Av. Elevation
13
14
15
16
Sensate Space Research Center
Term:
Fall 2019
Class:
ARCH 572
Site
Goose Island, Chicago, IL
Team:
Individual
The current way of life has forced us out of our mindful experience. We have focused on the intellectual constructions that we have created culturally of our World, displacing the physical reality embedded in our embodied nature. Through emotional stimulation, architecture can heal and produce states of contemplation, while at the same time, intellectually, respond to the context of where and when it sits. The SSRC guides the patients through different sensational chambers, each focused in one sense. The building provides architectural stimuli to each of these senses.
17
Site Plan
18
Floor Plan
19
Sound Chamber
The room filtrates the sounds produced by the wind organ. Following the equation:
Where f is frequency in hz, c is the speed of sound in fts per second, a is the mayr axis the ellipsoid in ft, and b is the minor axis of the ellipsoid in ft. The geometry can be tuned to alter the sounds of the site to a required frequency. The room creates an arpeggiated chord of three notes (triad) as the ellipsoids share their focus points. 20
Chamber tuned to 200 hz, 300 hz, and 400 hz
Chamber tuned to 220 hz, 600 hz, and 440 hz
Chamber tuned to 196 hz, 466 hz, and 293 hz
21
Light Chamber
The light chamber is composed of an organic membrane created following the principles of the soap films. The light inside behaves peculiarly due to the characteristics of the surface. At the same time, the film is translucent. For that reason, the chamber was designed as a soap film, to combine the optical properties of light through the membrane added to additional luminescent inputs.
22
Chamber showing one color therapy
Chamber showing multi-color therapy
23
Water Chamber
The chamber creates an ambiance that facilitates an intimate experience with the element. The wall blocks allow for accessible individual interactions with the water. The textured walls bring the geometry patterns of the building to the human scale. It to contrasts with the smooth texture of water.
24
25
Aroma Chamber
To create a phenomenological experience the aroma chamber creates a fragrance-embedded cloud. To do so, it uses the qualities of the HVAC system of the room. A layer of cold air is produced in the lower part while a layer of hot air occupies the top. The cloud is introduced in between these two strata.
26
27
Earth Chamber
The Earth chamber produces warmth to create a sense of protection and refuge. When the weather allows, the glass floor can be taken apart to add the feeling of the site to the chamber. While closed, the landscape is felt through the glass.
28
29
30
31
Preliminary Concept Study Model
32
Structure Study Model
33
34
Heiku Kata Virtual House
Term:
Spring 2019
Class:
ARCH 571
Site
Hawaii, Hi
Team:
Individual
As an experienced martial artist, I have found an aesthetic experience in the practice of kata. Particularly in the awareness that one has in the position of the body and the way it moves through space. For this project, I sought to question if this embodied experience could be manifested in an architectural expression. I followed Ryo Kiyuna’s movements through his performance of the kata “Heiku” Then, I translated them into spatial configurations that I used to build my Virtual House.
35
Floor Plan
Longitudinal Section
36
Sea Elevation
North Elevation
Back Elevation
South Elevation
Transversal Section
37
Generative Diagrams
38
39
Study Models of Spaces
40
Model Photo
41
42
El Museo de Nuestros Recorridos
Term:
Fall 2018
Class:
ARCH 571
Site
Bogota, Colombia
Team:
Diego Huacuja Bucay and Eliseo Elizarraraz
The Museum of Our Journies Colombia is the country with the largest internal forcibly displaced population. This phenomenon has created diverse problems in urban fabrics. The loss of identity, sense of placelessness, xenophobia are just a few examples. The purpose of the museum is to provide the immigrants with a place where their stories are told. The program was designed to guide the visitor through a circulatory procession, where they can learn about the journies and stories of migrants. At the same time, the museum provides spaces for outreach, legal counseling, workshop, and contemplation. The materials and the form provide a sense of home, refuge, and contemplation.
43
Parking Level -20 ft
Loading Dock Level -8 ft
Auditorium Level 0 ft
Entry Level +16 ft
Second Level +32 ft
Third Level +48 ft
44
North Elevation
West Elevation
South Elevation
East Elevation
Section Perspective
45
Building Program
Circulation
Contemplation Spaces
Museum Spaces
Outreach Spaces
Service Spaces
46
47
48
Model Photo
49
50
Lakota Cultural Center
Term:
Summer 2018
Class:
ARCH 476
Site
Allen Dam, SD
Team:
Individual
For the Lakota, the Sacred Buffalo represents unconditional love as it gives everything in sharing to the Lakota people. In a selfish, profit-driven world depleting mother Earth, it is of paramount importance that we learn how to live for one another, striving for unconditional giving. Following the hierarchy of Lakota Urban Planning, the entrance (facing East) is opposite to the center of the building, which is opposite to the main space. The different spaces in the building are oriented to important sites to the Lakota World. Black Elk Auditorium is oriented towards Black Elk Peak, the highest point in the Black Hills, sacred and dedicated to Black Elk, a sacred man of the Lakota People. The educational wing faces the site of the Wounded Knee Massacre. The events that led to the tragedy have an important lesson to be learned by all peoples. Finally, the library is oriented towards the Morning Star as it rises over the horizon at Dawn. From that direction is where spirits come from to be reborn. It represents the rebirth of every day, the rebirth of life, a new beginning.
51
First Floor Plan
52
Section A-A’
Second Floor Plan
West Elevation
South Elevation
Section B-B’
53
54
55
56
OZ Residence Studio Addition
Term:
Spring 2018
Class:
ARCH 472
Site
Silicon Valley, CA
Team:
Individual
The OZ Residence, designed by Swatt Miers Architects in California, is a luxurious home for a young family. The strong indoor-outdoor connexion, the materials, and the gentle slope give the residence a causal vacation-like ambiance. The task was to learn from a precedent architectural piece and design a studio addition to the residence.
57
Site Plan
Public vs Private
First Floor Plan
58
Second Floor Plan
Circulation
Structure
Section Y-Y’
Section X-X’
59
East Elevation
North Elevation
South Elevation
60
Model Photo
61
62
Boat House
Term:
Spring 2018
Class:
ARCH 472
Site
Philadelphia, PA
Team:
Individual
The task was to design a boathouse for Temple University’s rowing team. A wooden structure was chosen to represent the care and the craftsmanship needed to manufacture a canoe. The building serves as a storage place for the boats, as a training facility, and as a recreation space for the members of the team.
63
Site Plan
First Floor Plan
Second Floor Plan
Section A-A’
64
Bird’s Eye View
Structure
Section B-B’
Interior Perspective
West Elevation
North Elevation
East Elevation
South Elevation
65
Model Photo
66
Model Photo
67
68
Urban Infill
Term:
Fall 2017
Class:
ARCH 471
Site
Champaign, IL
Team:
Individual
The most important mean of revenue for the city of Champaign is the campus of the University of Illinois. Renowned for its academic excellence and its cultural diversity. In that sense, the project was developed to exalt the values of indigenous groups throughout the Americas, especially their sense of community and sharing. Not only by their cultural heritage but also by the sterling contributions that their cosmogony has in contemporary culture. In that sense, the theme for the retail space is a contemporary indigenous cuisine restaurant, bar, and art gallery. And a co-working space for the office area.
69
Site Plan
Bird’s Eye View
Third Floor Plan
First Floor Plan
Second Floor Plan 70
Fourth Floor Plan
Fifth Floor Plan
Living, Work and Commerce Diagram
Interior Perspective of Live-Work Space
Circulation Diagram
Wall Section
Section A-A’
Section B-B’
71
North Elevation
South Elevation
East Elevation
72
Massing Studies
Model Photo
73
74
Meditation Hut
Term:
Fall 2017
Class:
ARCH 471
Site
Kickapoo State Partk, IL
Team:
Individual
Through the knowledge of the environment, species developed a sense of awareness that eventually precipitated human consciousness. This means that the universe has to experience itself. Meditation is then, the connection to that last state, in which the individual knows himself as part of the whole, nature, and the cosmos. In a site in which nature shouts at the visitor for attention, water is the canvas of the masterpiece. Here, the dialogue occurs in the reflection of the forms in the perfectly lighted waters.
75
Bird’s Eye View
Floor Plan
Cealing Plan
West Elevation 76
East Elevation
North Elevation
Rusted Steel
Wood
Concrete
Longitudinal Section 77
Kickapoo State Park Model
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Model Photo
79
STRUCTURAL ENGIN 80
EERING AND DESIGN 81
82
Multi-Mode Transportation System Hub
Term:
Spring 2019
Class:
ARCH 556
Site
Mexico City, Mexico
Team:
Individual
The task was to successfully do the structural planning and design of a steel structure. Architecturally, the conditions were set to be a project suitable for an entry at the AISC Steel Design Competition of 2019. A multi-mode transportation system hub was the challenge. For my project, I choose a site in Mexico City, a highly dense urban area with an enormous need for public transportation solutions. For the design, I developed a space-truss roof to provide access to daylight in the entire building. Using form-finding tools like Karamba and Kangaroo for Grasshopper I created an organic structure to serve architecturally and structurally.
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Truss Design Check
Truss Deflection Check
Truss Maximum Axial Forces Ram Model of Gravitational System
Analysis of Truss System with Representative Portion
Frame Design Check
Live Load According to ASCE and RCDF (Mexico City Building Code)
Frame Deflection Check
Frame Deflection Check for Story Drift Sap 2000 Model of Roof Structure 84
Analysis of Truss System with Representative Frame Portion
Structural Drawing - Roof Plan
Structural Drawing - Platform Plan
85
86
Re-Design of McFarland Carillion
Term:
Fall 2019
Class:
ARCH 595
Site
Champaign, IL
Team:
Individual
A proposal for a re-design of the Bell Tower in the South Quad of the UIUC campus. The task was to produce a design for gravitational and seismic loads (Including critical load combinations).
87
Gravity Load Distribution
Load Type
LEVEL Concept
Live Load (psf)
Ordinary flat, pitched, and curved roofs
Dead Load
Reference
Reduction Factor LEVEL Concept Assembly Areas. Platforms
Load Type 20 ASCE 7-16 Table 4.3-1
Façade
Acoustical fiberboard Gypsum board (per 1/8 in thickness) Mechanical Duct Allowance Suspended Steel Chanel System Light Fixtures Courtain Wall
Elevator
Elevator Rated Load (lbs)
Ceiling
Total Area of Level (sft) Total Weight of Level (lbs) Total Weight of Level (kips)
14 Roof Load (psf)
1 Live Load (psf)
1 0.55 4 8 1 13 27.55 3429
Dead Load
Dead Load
Wood block (3-in.) on mastic, nofill Composite w3 Gauge 18" Steel Steel Steel
Load Type
LEVEL Concept
10 Bell Level 2 Load (psf)
Live Load (psf)
No Live Load
Dead Load
Girder Sw Beam SW Column SW
Steel Steel Steel
Bells
A#3 C#3 C6 F#3 F#6 G3 Total Bells
Reference
10 ASCE 7-16 Table C3.1-1a 2.9 https://www.metaldeck.com/verco-w3-formlok-composite-floor-deck-metal-decking.html 5 5 5 27.9
No
SapModel.sdb 12/14/2019
Load (kips) 0.844 Weights of Bells Sheet 3.924 0.049 1.55 0.038 1.418 7.82
A#4 A#5 A#6 A3 A5 A6 B3 B4 B5 B6 C#5 C4 C7 D#5 D#6 D4 D6 E3 E4 E5 E6 F#5 F4 F5 F6 G#4 G#5 G#6 G5 G6
5 5 5 15.00
Total Area of Level (sft) 1916.46 Total Weight of Level (lbs) 36569.91 Total Weight of Level (kips)36.57
0
Reference
Steel Steel Steel
Reference
Reduction Factor No
Load (kips) 4.641 Weights of Bells Sheet 2.654 0.27 0.259 7.82
C3 D#3 F#4 G4 Total Bells
Bells
0
5 5 5 15.00
1916.46 36570.91 36.57
Reduction Factor No
5 5 5 15.00
Reduction Factor Bells
0
9 Bell Level 1 Load (psf)
Steel Steel Steel
12 Bell Level 4 Load (psf)
Girder Sw Beam SW Column SW
Total Area of Level (sft) Total Weight of Level (lbs) Total Weight of Level (kips)
LEVEL Concept No Live Load Girder Sw Beam SW Column SW
Dead Load
100 ASCE 7-16 Table No4.3-1
Floor Steel Deck Girder Sw Beam SW Column SW
Load Type Live Load (psf)
apModel.sdb
Reduction Factor
Total Area of Level (sft) 1,916.46 Total Weight of Level (lbs) 245,115.35 Total Weight of Level (kips) 245.12
1,916.46 94,556.72 94.56
LEVEL Concept No Live Load
Load Type Live Load (psf)
13 Viewing Deck Load (psf) Reference
Total Bells
Load (kips) 0.193 Weights of Bells Sheet 0.055 0.031 1.054 0.057 0.033 0.76 0.171 0.053 0.029 0.146 0.645 0.029 0.107 0.044 0.458 0.046 2.235 0.398 0.1 0.044 0.086 0.347 0.098 0.043 0.237 0.06 0.035 0.071 0.035 7.70
Load Type Live Load (psf) Dead Load
12/14/2019 SapModel.sdb
LEVEL Concept No Live Load Girder Sw Beam SW Column SW
8 Frame Level 8 Load (psf) Reference 0 Steel Steel Steel
Reduction Factor No
5 5 5 15.00
12/14/2019
Total Area of Level (sft) 1916.46 Total Weight of Level (lbs) 28746.91 Total Weight of Level (kips)28.75
Total Area of Level (sft) 1916.46 Total Weight of Level (lbs) 36446.91 Total Weight of Level (kips)36.45
Dead Load
Seismic Load 0.1
3
9
3
0.0
0.0
0.1
9
3
Live Load
2
3
0.1
2
0.1
0.1
3
0.0
2
0.1
30.37
0.08
0.0 0.0 0.0 8 8 0.08 8 0.08 0 0.0 0 .0 0.08 .08 8 8
0.08
8
2
0.0
12.88
8
3
0.0
0.0
8
0.43
0.1
0.4
0.1 2
9
3
0.0
0.4
3
0.4
3
0.4
9 0.0
3
0.4 3
0.4
0.1
9
0.1
0.13 0.13 0.130.1030.1 0.13 .1233 0.1 0.1 0.1 30.1 3 0.1 3 3 30.1 0.13 20 .12 2 0.12 .12 0 0.13 0.1 0.13 0.1 20.1 0.1 0.1 0.1 0.1 20.1 2 0.1 0.1 2 22 0.12 20.1 0.1 2 2 0.12 0.1 20.12 0.12 2 2 0.1 0.12 80 2 0.10.0 8 0.0 .0 0.08 8 0.0 80.080 8 8 0.08 0.0 0.12 .0 0 0.0 0 8 0.0 0.0 .0 88 8 80.088 0.0 0.0 8 8 0.0 80.0 0.08 0.0 0.08 8 0.08 8 0.08 0.0 8 0.0 0.0 0.08 0.08 0.0 8 8 8 8 0.08 0.0 8 0.080.0 0.0 0.0 00.0 .00.080.0 0.0 8 80.088 0.088 8 8 8 0.0 80.0 0.08 0.0 0.0 8 0.0 0.0 8 8 0.08 8 0. 8 0.0 0 8 0.0 80.080 .08 0.08 0.08 0.08 08 0.0 00.0 0.0 .0 0.0.08 .0 800.0 8 8 8 0.0 8 80.0 88 0.0 0.0 80.0 0.08 0.08 80.08 0.08 0.08 8 8 0.0 0.0 0.08 8 0.0 8 0.08 0.080.080.0 8 0 0.00.08 00.0 8 .0 0.0 0.0 8 6 80.088 0.0.088 8 80.0 0.0 0.0 8 0.0 0.08 80.08 0.0 0.0 0.08 0.06 6 65 6 0.06 0.08 0.0 0.00. 6 60.060.0 6 0.08 0.0 00.0 0.0 0.06 0.06 .0 6 0.0 6 0.0 0.666 0.0 0.6 0.06 05.0 60.0560.0 0.0666 0.06 50 5 6 60.6 0.65 .0 6 50.650.6 .65 0.6500.0 0.60.6 0.65 0.6 0 0.65 55 05 .6 5 0.0 5 0.65 0.6 .650.650.6 0.6 6 05.65 6 0.60.0 50.6 0.65 0.65 0.6 5 0 5 0.65 .65 0.6 0.65 0.65 50.650 0.6 5 0.60.65 0.6 .6 0.6 5505.6 0.65 0.65 5 50 0.6 0.6 5 0.65 5 0.6 50.65 .6 0.65 50.6 550 0.65 0.65 .6 0.6 5 0.65 0.6 0.65 0.65 50.650 50.6 0.65 0.60.6 5 0.6 0.65 .60.65 505 0.65 50 0.6 0.65.6 50.655 0.6 .6 0.65 0.65 5 0.65 5 50.6 50.6 0.65 0.65 0.6 5 0.65 0.6 0.6 0.60.655 50.650 50.60.6 0.65 0.6 0..665 50 5 0 50 .6 .650.650.655 0.650.65 0.65 5.650.65 5 5 5 0.6 0.65 0.6 0.6 0.65 0.6 5 0.65 0.6 0.65 0.65 50.650 5 0 0.6 0.65 .6 50.6 0.6 0.6 0.65.655 0.65 0.6 50 0.65 0.6 5 5 50.65 0.65 .60.65 5 5 0 0.65 0.6 .65 0.65 0.65 50 0.65 5 0.6 .6 5 0.6 50.650 5 0.60.6 0.6 .6 0 0.6 0.6 5 0.6 0.6 5 5 50.655 0.6.655 5 5 0.65 5 0.60.6 5 0 50.6 0.65 0.65 .65 0.65 0.6 0.65 0.65 0.650.6 5 0.65 5 0.6 0.6 50.650.6 5 0 5 .6 00.6 0.65 .6 00.6 55 0.6.655 5 0.6 5 50.65 0.60.6 0.65 5 0.65 0.6 5 0.65
0.0 9
0.4 3 0.09 0.43
0.08
0.4 3 0.09 0.090.090.0 0.09 0.0 0.0 90.099 0.09 3 3 0.49 0.4 9 90.0 0.40.0 0.43 30.430 3 0 0.430.4 0.4 .4 .4 30.4 3 0.4 0.4 33 0.43 30 0.09 3 30.430.4 0.4 3 .43 0.4 3 3 0.4 3 0.4 0.43
4.09
0.08
6
8
0.0
5
6
0.080.0
0.0
0.6
2.82 1.91
0.6
5
8
6
0.0
65 6 0. 0.0
6 0.0
8.19
6.72
8.19
0.65 0.65
5.32 6.72 4.
0.6 5
5
0.65
5
0.6
0.6
0.6
5
5
0.6
5
0.6
0.6
5
0.6
0.65
5
0.6
0.65
5
0.6
0.65 0.65
50 .6
5
0.0
8 0.0
3.66
3.24
0.6
5.32
0.6
0.6 5
0.6
5
5
0.6
0.65
0.6
5
5
2.77
4.
1.65
2.77
5
0.6
5
0.65
0.6
0.6
5
0.6
5
5
0.68
0.65
5 0.6
1.65
0.68
AP2000 21.2.0
88
Frame Span Loads (LIVE) (GLOBAL CSys)
SAP2000 Kip, 21.2.0 ft, F
Frame Span Loads (DEAD) (GLOBAL CSys)
SAP2000 Kip, ft,21.2.0 F
Joint Loads (EARTHQUAKE) (GLOBAL CSys)
Kip, ft, F
Architectural Parti
LEVEL Concept No Live Load Girder Sw Beam SW Column SW
Bells
Reduction Factor No
SapModel 2.0.sdb
SapModel 2.0.sdb
12/14/2019
Load (kips) 0.208 Weights of Bells Sheet 0.546 0.049 0.148 0.402 3.206 0.126 1.992 1.109 7.79
A4 C#4 C#6 C5 D#4 D3 D5 F3 G#3 Total Bells
1916.46 36532.91 36.53
0.47 0.9 08 5 0.92 3
93 0.
1
1 917 6 920. 5 940. 2 920. 9 940. 0.940. 0.944 0.914 2 926 0.929 37 0.910. 29 2 9307.9 3 900. 0.940. 1 42 0.910.9 0.937 18
0.9 0.905 7 0.921 1 0.895 0.860.93 0.942 0.945 0.854
0.9 0.934 1 0.909 0.940.928 0.923 0.917 0.922 0.944
0.94
0.921
0.838 0.50 0.5 0.916 1 48
0.863
0.628
09 0.855 0.859 0.9050.884 .9104.9 30.920 9 7 03.89 401.90 4 89 20.92 0.947 0.862 0.894 .9401.9 0. 440.9 92 3.8704 201.9 0. 65 09.910 405.9 0.8 804.94 9 109.9 303.8 0.8 307.9 106.9 77 205.914 04.8901.9 578.897403.9 02.9 30..9 0.92 8697.085 .9 0.95 0.877 200.873 0.932 0.924 0.45 0.547 0.544 0.938 20.872 450.2050. 0.90.94 106800..8 . 802.9.820.78106 30.91 69 0.908 109.8 .90.8 1 1 8 0 3 4 6 0.948 25 20.911 307.9 01.940 8.418.7471 0.936 .6 1 0.948 5 0.93 .279 0.896 0.87 0.943 0.86 0.695 0.917 0.82 0.773 0.821 00.83 3 40.9 409.91 .308.09.409 0. 0.56 0.6 .09.09.048.038.408 0.751 0 35 4 6 3 3606.9.940.9 0. 2 0.471 740.8.88600.498 .87 00 0.935 0. 0.631 2 0.344 0 0.368 9340.8.8900.8 0.92772 0 0.296 0.8787 03.8 418 .680.80 0.152 .94 7 .8 0.93 2 9 9 88 0 0 . 4 0.087 0 . 3 .9 9 0.823 0 0.88 0 3 0.096 .5.780. 4 0.71846 0.866 0.91 910 1 0.889 0.60429 .87 29 0.9293 0.94 00.92 ..89063024 0.5046 59 0.86 .94 0.8 9.9 00.876 34 6 0.389 2200.7 0.90 .94 9940 0.50.8135 73 0.88 28 2 00.909 0.345 0.946 0.78 .2 0.9 .92591 93 0.84858 5177 920 002.8 .9 00.85 0.2714 210. 0.905 .9 09.0 0.73 86.9 00.90 0.13670 0.85 6 13 0.8 0.46 0.0.62 460.920. 7 20.3 .8902 0.627 0.79 .9 2 .9 0.8 0.84 0.114 4 0.911 2 0.35 6 0 0 4 .9 3 0.50 8 0.71 9 0 0.0865 0.81 0.918 50.338 0.93 .8983.334 29 671 00.62 .8026983 0.411 .90.26 0.827 0.13 370.60 0.867 .930.58 40.9 48 0439090.8 3 0 2 0 0.5 0.72 5 8 0.10 0.92 9 0.94 .9 0.25 0 70.1 .9 3 .9 .8 0.396 2 0 9 4 0.55 0.832 010700.31 7.34 .9 3 8 .4 0.073 0.307 0. 0.121 0.72 20. .8858 94 .9 .99058 9 0.11376 0.20 9 2 0 3 5 0 1 0.62 .8 0 . 0.06 0.117 8 0 5 7 0.08 0130.06150.8 0.148 0.521 .93870.56 79 .8 00.10 0.0604.3 0.532 .8359 0860..9 3.026 5 00.05 7 .4 0.07 0.43 9 0.925 .9 0 .7 7 4 .8 0.085 0.36 020 0.823 0.764 0.86 9 20 .9 0.851 .73630.32 01.182 0.208 .924070 0.926 06.8 0.75 0.748 0.187 23 7092 0. 0.114 0.612 0. 0.512 440.893 401.9 20.8 0.469 .9 5 0.501 .98008.8 7090.7 0.930.449 0.42 0.889 4 2094.840 0.403 0.23 .96730.8 901.8 9078.84020.8 0.8 .8405.9 00.9
45
82 0.
91
0.50
0.151
9 87 0.
9 0.
0.
0.00 SAP2000 21.2.0
0.913 0.4470.818 0.937 0.942 0.835 0.312 0.92 0.9205 0.27 0.8901 0.506 .8 0.91 75 .9 0.9203 306 0.929 0.60.931 0.87 1085 0. 0.52 0.904 .9 . 0 6 2 8 91 0.87 . 0 . 1 7 0.00.94 6 92 75255 0.217 0.5 0.949 904.903. 0.931 .93 75 3 2 233 6 43 7 .8.9 000 0.5 .9 0.9409 3 9281 200.942 0.845 .94500.7.8907 7 0 0.947 0 . .9 .9836500 ..8 0 7.08.508.2 94 3 8 0.8 0.926 0 1 9 . 93900.9.9306 8 0 0 1 8 .9 . 4 . 0 1 8 3 . 86 309.5087.47 91 00. 010.9 8 931 90910. .692631 0.9 2730..9 77 115 0.852 21 0.09.00.4.901 0.940.0. 919049 0. 7 10.9 6 9088.9 1 4.09879.0130.1590. 940. 0.871 0.880. 947.059240 921 0.9 6 94 0.80. 9391 .292080.81.9 59 0. 3.954 0 5 87 .9 4 0. 940. 08 4 8 933 0.9470.93 0.9 04.95 40.890.9440. 29 0.840. 927 0.841 2 840. 3910. 0 0.8850. 6943 0.8420.9390.8 0.9 .861 850.84 980.870.86 2 0.87 4 0.900. 3 0.865 9 0.911 1 910.691 0.867 0.873 0.905 0.873 0.8 0.84 0.8827 0.8320.9180.8 26 0.8 780.848 0.912 0.819 68 0.868 0.8150.890.893 0.831 0.842
20.04 5 2 0.70.03 20.55 0.03 29 0.587 0.73 0.837 5 193 0.04 .70.52 0.0 10.76 03 0.0 99 0.902 0.69 0. 042 0.095 32 1 7 8 0.93 9 8 . 0 0.869 60.561 80. 386 090.822 4.50.61 3400.831 0.864 125 530.893 8 67 00.928 60. .70.381 0.88 6880.2 0. .00.4 0.553 .3 50. 86 60.61 80.945 43 813.9.4 0.74 27 0.898 01 0.905 20.896 35 80.4 3 820.889 0.316 9 .0.771 544 7 0.8 4 0 6 . 0 0.943 0.5 0.876 8 0.8 0.417 9 0 2 8 0.94 . 9 0.7 0.905 4 0.291 0.5 1 6 5 0.433 0.463 9 0.83 8 0.3 . 2 0.909 0.882 0.736 3 9 0 43 . 8 0.791 0.702 0.87 0 0.6 5 8 24 . 23 0 0.463 2 0.4 30.94 0.945 0.285 00.887 9980.20783. 0.721 0.8 9 63 0.88 0.7 0.768 27 5 0.94 00.679 0.8 80.829 0.55 0.88 27 0.637 0.356 0.46 00.3 0.5 1 0.93 71 0.366 60.608 0.90 9.0.49 .93 0. .970.9 282 0. 0.79 37 0.4867 210.461 780.742 635 85 40.488 .89 9 33 1.090. 8003 8075.0.52 0.86 1 .098 70.2 0.20.88 994 0.43 4790.94 40.93 60.6 0. 0.7 0.91 26 78 066.039 04.3 9.6 0.6 0.27 7 2 0.4 69 00.93 9.900.7 0.69 0. 0.86 9025 0.0.94 0.413 0.9005 0.539 83 0. 1 0.643 0.561 7 9 7 0.98.9 3 87 00.827 119 0.513 01934 0.937 1 .7 0.2 .150.84 9073.6 0340.3 385160.92 2 23 0. 0.87 0. 580. 0.936 1.3 6 . 9 85 .2 8 0 0.6 4 2 0 0.907 .9 4 0 0. 1 0.633 . 25 2 0.5 0.844 .5 9 4 0.91 0.899 .6 7 7 .9 6 1 0 0 0 4 6 08 0.6 9 0.372 42 0.92 0.784 0.51 0.9 0.247 0 0.37 0. 0.919 6 0.4 600.72 85.8 0.3 3. 22 0.892 7 0.852 0.8 5.7 24 0.201 0929 5540.895 7.90 0.813 43 40.617 0.725 0.726 7.4 8902 200.584 0.9 00.845 300.5 15 .8 30.204 0.6 0.91 0.773 0.389 2 0.811 20.7 0.47 0501.7 0.8 0.9 50.926 0.749 0.305 0.93 0.93 27 20.368 7010.583 0.3 0.416 00.7 0.4 1.9 0.947 0.268 60.653 0.6 3.9 60 68 .8 0.885 0.847 60.61 209 39 .6 300.878 50.82 90.8 .8 0.2 0.849 30.89 20.5 0.42 05.360.893 30.80 08.9 0.71 8224 283095.5 86 00.1 73066 .3 10.3 0.70 70.8 .8 92 70.3 0.84 5 0.0.87 29 0.9 48 62 0 0.81 94 0.82 10. 0.5 200.7 33 .9 0 0. 0.1 0.63 77 .6 9 8 0 0.82 0 7 .9 0.86 4 0 0.4192 0.928 0.2 87 8 0. 0. 3 6 050.86 0.536 .8 00.166 090.90 0.004 03 .6159 5.9 33 7 0.57 535380.6 .7 . 90.90 .1 7 .3 70.88 99505 100.8 90085 70.86 408614 80.239 .30.91 0. 301.6 0.8 0.84 0.59 52 6 67 93 016.6 58.8 4.5 .8 0. 070.2 3 0.514 60.87 0.807 786 0.6 0.3 6 56 7 0 0.87 0.8 0.49 30.332 0.36 .9 97 0.85 6.8 0.5 09.8 50.623 1.60.92 623 0.84 70.641 0109.8 0.91 22 0.7 60.92 5.9 20 0.5 0.187 2 0 2 3 0.7 0.83 5 . 6 .8 0.89 0 1 4 29 1 2 0.465 0.839 0.7 0.93 3 0.641 5 0.485 0.792 0.586 0 0 22 6 0.183 0.5 .9 9 0.8 0.937 1 0 0.712 0.931 7 0.367 18 75 0.6 0.897 0.207 .9 9 3 0 6 96 4 .860.649 0. 60.20 0.824 5300. 0.5369 .8 0.424 . 0.9 78 7 69 0.849 300.40 0.6 0.28 9.8 .60.941 5020.873 50.87 8 6.8 624 2 30.0.947 0.865 0.899 30.615 0.912 4 30.945 400.5 0.767 84 40.7 .6 18039.5 40.3 09 0.8 0.811 .3 .9 42 499640.878 60.832 700.57 0.1 89 0.4 0. .709.9 698 095 00. 33 0. .6 0.1 0.342 87 0. 00.797 0.6 7 6 .1 0 600.879 0.8997 0.442 30 0.783 55 73 0. 0. 3 7 650.4 0.9 0.146 9372 2 0.8 38 0.0.563 .7 0.8 5 0 . 0 0 0. 1 . . 0.6 1 8 80 3 4 3 9 1 0.8 0.9 0 5 47 40.8 945 00.5.9 79 .8 85 0.8 8 64 82 60.8 01 0.6 333 0.8 096.9 51 60.23 06 0.3 0.5 47 07.4 0. 0.78 74 594 1041.8 0.0.8 0.8 94 .600.9 4.2 4 0.8 10.7 .8 0.5 2 9 45 0.9 9 9 0 0.5 0.48 51 0 0.9 0 0.55 0.3 7 51 3 .9 8 24 18 3 0 2 0.8 86 5 46 6 63 0.5 .8 0 0.9 0.9 69 0.8 0.491 .9 4 5 09 6 0 8 52 0976 066 0.176 0.544 0 0.6 80.5 0.8 0.891 0.5 16 0.8 0.8 69 040.934 0.301 0.8750.9399 89 0.1 6 .9 10.628 .8 0.564 23 0.564 0.55 0.7 020 090.2 71 0.343 .9 0 0.202 60.924 10.387 .7 0147 0.4.929 709.603 870 .9 0.28 081 0.665 8 0.864 49 081 0.873 390.638 227 .50. 0.9 .8 2 80.1 .5 40.909 0.57 38 00.896 60.897 87 0556 090.3 .9 .30.2 1 0.809 4970.836 0.3 0.5 288 00.814 70.50 0. .90 13 00.864 .7 0.0.887 71 0.1 30.5 97 0.429 0.3 0. 0.0.77 0 0.934 0.0.876 0.0.156 80 86 10.4589 0.391 90.145 8 8 .9 0.15973 3 0 0 6 .7 .5 7 0.457 .8 5 59 0.5 0. 09 524 0. 3289 002 .90 93 11 0.688 0.8 8.8 0. 165093 50.7 50.761 0. 800.799 0. 91 6. 086 0. 0. 126 33 92 0. 3.3 500.683 07.8 0.5 06.9200 0. 40.0.9 2 10.5 0.6 83 1.9 084 0.48 1 0. 33 87 1440.5 .8 0. 0.252 153 0. 185 05 0. 50.571 6.9 20 07. 79 0. 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993 80.8 0.924 54 91 110. 0. 40. 78 0.8 .9 0. 0.8 80. 0.7 0.86 0. 81 88 67 0.9 0.839 88 0.8 0.85 40.9 88 0.85 000.8 35 6 .9 0.8 893 0.8 .9 0. 81 22 0.8 907 7 0. 0.8 90. 0. 36 0.90 0. 22 0.9 79 85 0. 691 3 0.8 0.8 75 22 .093 32 93 7619 0.8 0.8 95 528 42 0.9 0.8 791 0.82 0.8 0. 96 10. 92 23 0.9 85 292 0.07 0.9 11 6900.8 09.916 0.928 3 97 38 0 81 0.9 .866758 0 7 1 9 .9 094 0.6 0 88 8 0 7 98 4 6 9 0. . 2 2086.5 970.7.41.8 ..7 3 .0. 2.9009186 0. 744 5 .002 2004.8 2.8 0 9.9 366 090 770. 501614 0. 5 469 .30.71 .8 04.9 .3 1.3 50790 200.9 0. 0090.7 0.8 054.15608 60. 0.593 41 39 00. 37 0.60.94 0.83584 80..8 08 0. 0.60.668 94781 0.8 52 40. 89 0.8 7 80 0 670.5 1.9 37 0.92 28 0. 0. 48 0.6 5 0 .8 6 .8 0.4 47 0 88 7 0.362 0 3 5 8 0. 7 1 0.551 0. 8 0.9 0.375 3 .7 9 0 .3 1 4 8 5 87 92 8 3 0.8114.4930.86 09.80 0. 30.41 0. 1 0.92 97 82 20.911 00.46 48.8 1.8 0.805 0.4 0.3 0.988 390.94 75 81 0. 88 07 0.38 00.626 0.65 7.9910.89 540.2 69 00.835 20 .0. 0. 05 0.71 0.4 .7 0.938 0. .0.541 90 7307740.856 0.945 0.3 .5 0.4 740.3 0.818 10.393 64 0.42 0. 0.898 0.63 55 .0. 92 315700.882 460.769 8500.816 50.81 .709.6 410.919 0.786 30.949 5982 32 0.814 4 932 00.941 0.6 0.40.30 0.5810.31 920.70 010.879 0. 0.414 0.461 0.901 820. 8 00.8 4 0. .92 0.09067.8 1169 0.265 2 62 402286 .203877 9.20864 090.80 0.23 480.190. 65 24720. .4 0. 60.7072 . 1 .2 .8 5 0 .8 2 4 92 0. 0 . 4 7 3 0. 9 9 0 0 0.6 2 9 0 0 88 . 8 7 4 3 . 3 58 48 76 0..9 80.9903.90.81 .3 0. 80.0.919 .90 0.3 9.80831.5037 0. 30. 0 0.781 00.663 .293 16 0459 00.89 0.5 0 4 0. 0.4 7 0.8 0 4 0. 85 7 1 . 0.9 5 6 5 62 0.79 3 22 50 89 57 0. 8 . 36 8 0 4 7 0.7 0 . 86 0. 0. . 0.42 5 8 9 5 3 0.7 0 0.578 89870.919 010. 93 0.09 490 2680.654 0.8 0. 0.376 0.9 10.0. 0.481 5 97 90.5909.991.2480.37 360810 0.8 0.68 .9 17 1755.92 0.81 0.625 93 0. 560.80.773 0.750 47 0.2 483 40.30 787 80.41 8 06 00. 4904.4 0.4 047 8381 86 4 07 38 0.900.71 343 2.27.940.90 1 0.887 0.861 33 0. 0.64 0.913 80.924 .350.776 10.0.651 73.7 .5 0. 0.7 .70.78 90.916 588 58 .0. 890.3 .6 038 .7 .6 26 85 0.31 0.490.878 0.4 0.6 0. 0.0.868 0.0.442 3 70.797 00.93 17090.344 5050.758 0.948 20.4 00.877 0.884 0.645 0.653 7 0.881 40.912 7 737 9 00.92 .92 . 35 0 .9 7 3 9 0 4 7 4 20. 44 .7 0.308 6 67 0.2818 0485 44.7 72 0. .4 8 67 11500..2 .3717427 0 83 079.0 9 640. 0. .8 00. 276.312 0.240.036 30. 0.86 52 5303.83 .91 84 0. 0.590 .4 20 90. 72 0. 00.74 0 047 80. 0.792 70. 0.6 1 9791 86 0. 99994 617 0.81 0.330. 40. .3835 0.461 80.609 92 82 830. 02.880. 0.487 79 0. 00.38 0.435 0. 474 0. 0.3 .85 96 6 881 0. 9 76 6492 .92 0.362 0.870.594 0.56 85 9 0. 89 70.31 70980.856 3.900.. 85 30.511 0.932 0. 0.6 9 00.864 0.59 91 4.4 0. 8429 0. 0. 70. 0.858 0.654 0.67 9 0.8 0.919 0.048 80.44 1.94 0.3 36 6 8 0.872 3014 80.6 0.91 .70.893 32 870. 4480.913 42 0. 0.871 0.32 .832 .7310.4 0.890.67 0.9 50.793 00.3 0. 0.39 60.809 0.0.934 47 .900.945 0.842 0.8 0.838 0.754 71 00.505 0.498 4 7 0.937 0 5 2 0.513 4 0.902 0. 4 00.91 7 3 .83 89081 5 2 10.8 0.7 9949 0.9 0.3 8 .667 8.2093 7851700 8.4 4 0. 872 0. 0.32 89 .4006 5 .27 097 91 3050.9 0.8 0.3.6 032 .9 5 00.8 .1 0.2 0. .3 870.8 2260 0.358 54 0. 0 0. 83 0.2 .4 0. 0.63 0. 0. 8 65 8 45 0 8 0.7 0.318 88 4 0.8 0. 0.4 78 5 0.80 669 0.785 530.62 886 70.88 0.9 8080..946 0.0. 0.0.8 0.532 0.917 0.34 07 19 0.493 27 88 0.393 3394519 0.8 0.9 43 0. 0.905 7 9 87 793 0.9 0.309 32 0.9 0.8 0.31 0. 62 0.629 0.9 5120.941 0880.87 0.826 0.941 92 64288 0.662 0.5 5 7 80.538 00. 30.0 0.7 0.41 40.93 .238 0.891 0.869 0.9 0. .8 .9 00.864 990.0.929 0.3 0.35 0.941 .7.460.886 0.867 04 9348 00.8.4 40 .80.8 0.7330.938 032 0.412 0.76 0.251 00.368 .8 .47 0.9 10.877 00.901 67 130.833 300.678 570. 20.693213 91 13 8 3.61.34 8130.8 5 60.9 9900.9 06 4 9 7 7 . 2 0 8 7 93 0 .3 58 02 7 0. 4 . .2 0 .4 011.9 10.9 1 .300.4 0 0.5500. 0.2 0.4 84 .3 0.7 129 251 0.379 0.3 0. 265 32 90 01 0.4 0.8 00.8.8 73 0.412 0.5 77 0.7 0.547 0.399 0.8 780.6 0.7 852 0.9 61 692 0.80.213 0.78 0.80.8 60. 830. 0.536 3 0.89 46 0.926 27 0.9 877 8824 0. 0.9 0.5 0.921 590.941 33 80.467 0.0. 0.331 0.70.942 47 0.44 7373 0.72 9 24 0.441 0.575 28 0.8 0.78 0.23 0.511 00. 08 0.848 0.8 5090.942 89180. 3 0.8 0.818 0.3 9 0.7 0. 0.91 0.41 .7 94891 0.945 0.2 0.301 160.922 00.86 .80.902 02.39060 0.9 0.8630.945 .236 1 46 0.431 .6.435 0.928 00.91 0.424 0 0.7 03.3 0.573 .88575 .4 00.854 49 0 6.6.308248 6 0.85 21 01530.8 7 0.92 0.86 0 4 4 13 04 .902 637 36 4 02078.709.9 89 80.30.8 62 .587 93.320.4 49408 0.9 068 50.7 08 0. 007.2 ..761610.9 0. 91 1 72 0.6 .3 .2674 1903120.81. 8 07 0.2 891.00. 0084 3 0.7 8 0 .2 0 0 0 77 . 6 5 0 0.5 0 0.8 .3 63 0.17 .7 2 47 9 8 8 6 . . 0 0.8 0.68 0.7 33 . 9930.9 0.5 80. 0.9 397.8061 0. 84 00.8.3 6117 495 0.90.54 0.8 982.8350.74 0.499 200.9 624846 65 60 8 0.7 . 0.9 0. 2 0 8 95 0.8 6 3 0. 8 88 0.938 7 15 0 0.8 0 29 81 0.404 0.57 55 4 . 5 4 0. 88 77 0 . 0.9 0.7 4 0.416 44 0.50 0.2 .0072 0.861 0.90 87 7 .0.1 0.80.7 09410.9310.146 0.8 5470.7 55 0.5 .2 77 0.8 82 0.277 6 58 68 0.90.8 0.9 .34 0.27 420.9 0.9 0.7 0.1 19 6 50.8 500.061 08.0. 07.97 0.9 24 37 60.8 992 6.6092 0.7 0.1 24 0.8 250.8 15 3 6082 0.28200.684 0.18 235 20.6 488 66 0.7 0.7 44 0.9 00. .2 .50.8 .40 390.8 40.2.03 07 3 0.8 .82 00.8 15 99 .8 8 0.9 0 5 0 3 8 2 05 0.8 .5 8 0 5 2 1 8 47 3 0.299 0.988130.8087 39 99 03.90. 82 0.9 352.810.8 82 5349 472 7 1.005 .9 0. 90.900.8 .2 10.7 0.9 33 68674087.830 810.8 0018 629000100. 5 46 0 0.9 .0. .20. 0.7 0 06 .0 0927 .2 50.7 ..680.3 86 01997 9.2 0336 .0.825 88 00.097 0.8 49 0.52 0.8 0.5 0.90. 0.50.9 18 13 81.9303. 77 .92 .1070. 0.8 6815 0.8 0.5 39 070. 46 0.81 0.537 00.8.2 836 0.9 28348 502881 0.9 2 . 0 39 3 91 2 0.8 7 28 0.931 23 3 2 0. 8 . 0.8 9 73 0.8 0. 1 0.299 5 7 92 3 . 0.374 0.6 0.7 39 326 1 6 4 00820.22 80.3 33 0.8 0.466 39 4 0.8 0.425 0.32 70.8 449.2630 .090.936 0.8 0.8 31 90.93 0.0.97 0.90 0.92 70.8 0.265 3640.8 00.858 0.864 320.8 73 2124 480.8 0.8 .87 0.8 .8.4.2 61 0.0.04 010. 0.19 98 60.501 7 8.5 0.9 03 2.149102.8850 02 70 0.3 8.4.802.0 0. 010900 1780.8 45 0. 0.8 .6 95 03 00.40.7 4.890.8 29 63 2 7 1 0.8 0.8 00.8 2 78 0 . 3 . 3 0 96 99 .2 4 9 0.278 0.7 6 9 . 0 19 8 0 0 0 0. . 2 930.930.8 27 6.230 67 4 07 9 0 473 49 50.8 0.522 .8 0.938 0. 93 00.211 .84 1 0.411 4 .8871 00.7
Total Area of Level (sft) 1916.46 Total Weight of Level (lbs) 291781.25 Total Weight of Level291.78 (kips)
Deformed Geometry
0.929 0.18 0.85 64 0.86 6 6 0.53 0.937 0.94 80.67 0.67 0.90 0.941 0.8560.8320.920.3 113 13 0. 8 46 8 0. 22 6
Clay Brick Wyhte 8"
Frame Design
0.3
Façade
No
5 5 5 15.00 79 ASCE 7-16 Table C3.1-1a Cladding Surface sft 3329.5486
0.79 1
Steel Steel Steel
609 .8 09
0
Girder Sw Beam SW Column SW
Reduction Factor
0.4
Frame Level 7-1 Load (psf) Reference
6
7 to 1
0. 23
LEVEL Concept
Live Load (psf)No Live Load Dead Load
Reference
0.943
Load Type
0
5 5 5 15.00
0.7 88
Total Area of Level (sft) Total Weight of Level (lbs) Total Weight of Level (kips)
11 Bell Level 3 Load (psf)
Steel Steel Steel
00. .091 365
Dead Load
0.877 0.832 0.9040.856 0.894 0.946 0.90 0.0. 88 389 0. 0.9 3 16 0.859 82 0.877 0.880. 9 8880.9 3 0.870. 0.887 0.894 0.8820.94 0.795 0.909 0.90.8 1 880. 24 0.8 6597 9 800. 0.941 0.914 5 935 0.919 0.942 0.861 0.944 0.782 0.891 00. 0.900. .9927 8 870. 5 860. 19 4 910. 2 87 3
Load Type Live Load (psf)
0.70
0.90 -0.65 -0.52 1.00 -0.78 -0.39 -0.26 -0.13
SAP2000 21.2.0 Steel P-M Interaction Ratios (AISC 360-16)
0.00
0.13
0.26
0.39
0.52
0.65
Deformed Shape (1.2D+1.6L+0.5(Lr or S)) - Contours for Ux Kip, ft, F 89
90
What if Antoni Gaudi Knew SDO?
Term:
Fall 2020
Class:
CEE 598 (Structural Design Optimization)
Site
No specific location
Team:
Individual
Following the principles of optimization theory, the task was to create an optimized model that satisfies the given boundary conditions. Antoni Gaudí is one of the most prolific architects of the twentieth century. By mimicking the processes of nature, he defined funicular geometries. He created tension-controlled models that were then translated into compression conditions. I speculated and imagined how one of his projects would look like if he used the tools of Structural Design Optimization and compared the result with his designed work. Using a 3D optimization code by Liu and Tovar (2013) and modified by Tomas Zegard (2014) to find the optimal material density. Creating a Finite Element analysis to evaluate the shape, then using the Jacobi PCG solver to iterate to find solutions, run sensitivity analysis, and finally update the optimality criteria.
91
Definition of Boundary Conditions, Diagram and in Matlab
Optimal Solution 1
Optimal Solution 2
Optimal Solution 3
Vol Frac = 0.1 Number of Iterations = 200
Vol Frac = 0.05 Number of Iterations = 300
Vol Frac = 0.03 Number of Iterations = 400
92
Optimal Solution 4 Vol Frac = 0.04 Number of Iterations = 2000
Original Sketches and Model by Gaudi (Tomlow, 1989)
93
Model Photo 94
95
96
Multi-Cell Cast-in-Place Post-Tensioned Box Girder Bridge Term:
Spring 2021
Class:
CEE 562 Highway Bridge Design
Team:
Individual
Under given conditions, it was required to design a concrete deck bridge following the AASHTO LRFD Bridge Design Specifications as well as the Posttensioned box Girder Design Manual by the Department of Transportation. This project looks for a structure that does not interrupt the view of the river, and that can add aestheticvalues to the general scenery. The number of spans was minimized to provide a continuous sensation of horizontality in the structure. To achieve an expression of simplicity, Box girders were selected as they have clear horizontal lines and unobstructed surfaces. The shadows cast by the flanges onto the surface of the girder provide a slender effect. The whole structure of the bridge appears light, clean, and slender; to not overwhelm the viewer concerning the relative shallowness of the valley.
97
Final Dimensions of the Box Girder
Elevation of the Bridge
Plan Diagram of the Bridge 98
Unfactored Live Load (HL 93) Uniform Load Influence Line
Dead Load Dc Factored Design Shear
Unfactored Live Load (HL 93) Uniform Load Bending Moment Envelope
Unfactored Live Load (HL 93) Uniform Load Lane Load Shear Envelope
Unfactored Live Load (HL 93) HS20 Concentrated Load Moment Envelope
Unfactored Live Load (HL 93) HS20 Concentrated Load Shear Envelope
Detail of Abutments 99
DES 100
IGN 101
102
Studies on Topology
Term:
Fall 2019
Class:
ARCH 576
Team:
Individual
A set of pieces were developed to explore the implications that topological configurations have in geometries. The objects share topology, but the results are different. A digital painting and three lamps were produced. The work was exhibited at the Art Gallery in the Illini Union.
103
Digital Painting
Hanging Lamps
104
Digital Painting in Preparation for the Exhibition
Hanging Lamps in the Illini Union Art Gallery
105
106
Scherk Minimal Surface Lamp
Term:
Fall 2019
Class:
ARCH 576
Team:
Individual
A surface is defined as minimal when it has zero curvature at every point. The questions around minimal surfaces are concerned with analytical and conformal properties, geometric and asymptotic behaviors, and specially, the topology and classifications of their minimal immersions. In that sense, the objective of this exercise was to study the applications of minimal surfaces in lighting fixtures.
107
Minimal Surface Vectors
108
Generated Mesh
Lamp Geometry
Illumination and Structure Detail
Illuminated Lamp
109
110
Personal Architectural Sanctuary Space
Term:
Fall 2019
Class:
ARCH 572
Team:
Individual
Our way of living has forced us to move back from experiencing the World. Our lives are bounded to an urban lifestyle based on consumerism and instant indulgence. We are no longer aware of our earthly nature. That has given us problems in both the physiological and mental realms of our bodies. The intention of creating a sanctuary is to bring back the individual to a dimension of self-awareness. To do so, it must filter out the artificial stimuli that try to bond us to the physical world and provide an ambiance that facilitates a connection with ourselves and to the World.
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Mood Enhancing Modes 112
Model Photo
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PROFESSIO 114
NAL WORK 115
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Proyecto BIM. Cocheras Linea 12
Building Type:
Subway Service Station
Location:
Mexico City, Mexico
Client:
PRODEMEX S.A de C.V
Team:
Diego Huacuja and Ricardo Olivera
We were commissioned by Promotora y Desarrolladora Mexicana S.A de C.V (PRODEMEX) to develop the BIM project for the service station of the 12th subway line (Linea 12) in Mexico City. The scope of our contract was to use the technical and construction documents given by the Mexico City government to generate a BIM LOD 400 model for the project. Apart from the digital model, we generated a system conflict analysis, digital representations of the construction stages and calendar, analysis and quantifications of the volume of materials, resolution of complex geometries, and a thorough proposal of alternative methods for the construction stages. The ultimate goal was to aid our client PRODEMEX in their transition to the usage of BIM technology in their construction processes
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Estado Inicial
L 12 - Cocheras
Pilas Perimetrales
Excavación
Conflicts in the Design of the Soil Anchors
` Volumen de Excavación
Anclaje de Soporte
Muros Perimetrales Concreto Lanzado
Muro Concreto Lanzado
Anclaje
Pilas Perimetrales
Excavation and Foundations 3D models
Conflicts in the Reinforcement of Piles and Soil
L 12 - Cocheras Losa +++ Tabletas Losa Tapa
Armaduras
Muros Perimetrales `
Viga Perimetral
Cimentacion
Losa de Cimentacion
Vigas Tapanco
Contratrabes
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Superstructure 3D Models
Inexactitudes in the Superstructure Project
Distribucion Volumen de Concreto en la Estructura
LOSA TAPANCO 3%
LOSA TAPA 8%
COLUMNAS Y MÉNSULAS 6%
VIGAS PERIMETRALES 4%
CIMENTACIÓN 46%
MUROS 33%
Calculation of Material Volumes
4D Construction Schedule Animation
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Thank you f
diegoh2@i dhuacu@g p. 773 57545
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for reading
illinois.edu gmail.com 594
- 2020 121
Render of a Lightweight Structure Pavillion. Designed for ARCH 551 with Matt Ehlers and Conor Schafer. Fall 2018.
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