affect a
portfolio of research and performative
DESIGN GILLIAN RODALE STONEBACK / ASSOCIATE AIA /
LEED GA
GRStoneback@gmail.com / 610.390.0320 / 7008 NE Ronler Way, Apt 3238. Hillsboro, OR 97124
This is a collection of work whose objective is to affect. The projects are active architecture, projects that perform, function, and have a purpose greater than being a decorated shed. Each design has an agenda. To affect is to create an action or reaction, stimulate the senses, change perspective, and alter the environment. The means of which are an investigation specific to each project. A personal design intention is innovative experimentation, combining scientific research and discovery with performative design. This research leads to new and creative opportunities in design.
affect generate
dog-E park
filter
colored clean
frame
pont de vue pause
teahouse
optimize
empt-Ease define
sun-e-scape
direct
sound affect
dog-E park waste to green
energy
frame
colored clean
neutralize
clean H2O
pause
empt-Ease optimizing
green living
sun-e-scape
response
direct
acid rain
to shadow and sun
affect generate pont de vue sweeping
structure
performance
compost
sound affect sound
waves
attract or repel
filter
teahouse private
relaxation
define
COMPRESSOR METHANE
FUEL
BIOGAS
SMELL
MERCAPTANS
GAS FILTER FILTER
DIGESTER
FERTILIZER
GARDEN
DOG WASTE
POUNDS OF WASTE PER DAY ONE DOG
POUNDS OF WASTE PER YEAR
3/4
273.75
150 dogs (3/4 pounds a day) 41062.5 pounds a year (density of 11.7 lb/cuft) BIOGAS
246,375 cuFT/YEAR
13.6 FEET
SOLID
3,509.6 cuFT/YEAR
2.3 INCHES
147,825,000 BTU/year methane 149,983,245 BTU/year
BTUs PER YEAR 999,888.3
% OF A HOUSE
1/15th
# OF 60 WATT LIGHT BULBS FOR 8 HOURS A DAY 1.65
CO2 AMMONIA HYDROGEN SULFIDE WATER VAPOR
Solid Waste Methane gas
The Dog-E Park of Orianna Hill, Philadelphia is a leash-free dog park that is also the home of the Lama Foundation Meditation facility. The goal of the park is to be a self-sustaining environment, illustrating the importance of using natural resources to provide energy. The most predominant resource on the site is dog waste—a great source of methane gas. The methane gas is utilized to power the Lama Foundation’s Meditation Center. With the number of dogs which frequent the dog park currently, 41,062.5 pounds of waste is produced. The waste can be converted into 149,983,245 BTUs per year. This amount of methane gas is enough to power 10.3 typical Philadelphia single family houses. The diagram above illustrates the physical quantity of solid waste and methane gas produced throughout a given year on the site.
Waste is collected and deposited in a digester rather than thrown away. The gas is produced in the digester, a tank which decomposes the waste. Methane travels up the pipes to a gasometer. Using principles of atmospheric pressure, the gas is stored in the gasometer which raises and lowers depending on the amount and the pressure of the gas contained. As the gasometer moves up and down, the gas and structural pipes are revealed as a signifier of what is happening on the site.
Below the Dog-E Park is the Lama Foundation Meditation Center which is completely powered by the methane generated from dog waste. The center follows an open spiritual principle which promotes kindness and peace. The program of the space follows the concept of the Buddhist Eight Fold Path. It begins with open communal space focusing on principles of wisdom and ethical conduct and moves toward a private place for reflection, mental development and contemplation. As one moves within the space, views are revealed in accordance with the Buddhist philosophy. The private space is located within the gasometer at the end of the site which has a changing view as the gasometer raises and lowers.
Buddhist Eightfold Path Right View, Right Intention, Right Speech, Right Action, Right Livelihood, Right Effort, Right Mindfulness, Right Concentration
dog-E park waste to green
energy
frame
colored clean
neutralize
clean H2O
pause
empt-Ease optimizing
green living
sun-e-scape
response
direct
acid rain
to shadow and sun
affect generate
pont de vue sweeping
structure
performance
compost
sound affect sound
waves
attract or repel
filter teahouse private
relaxation
define
outer glass shell color changing hydrogel limestone filtering shield water collecting front cover
3.0 Initial Project Research: Filtering and Cleaning
Large Matter
Large Matter animals, insects, debris
Animals, insects, debris sieving with screens or porous surfaces – Sieving with screens or porous surfaces hydrophobic surface can be used to speed up insufficient flow – Hydrophobic surfaces can be used to speed up insufficient flow – Continuous rotary filters may also aid in removing the matter
Particular Matter Matter Particulate
dissolved matter washed off roofoffand pollution Dissolved matter washed of from roof air and from air pollution fine fine filtersfilters are effective for dissolved –simple Simple are effective for particles dissolved particles precipitation of suspended particles particles –requires Requires precipitation of suspended and Nitric(H2SO4) Acid HNO3 Acids: Sulfuric Acid H2SO4Acid Acids: Sulfuric & Nitric Acid (HNO3)
main effect on rain Main effectofofpollution pollution on water rain water; some acidity is natural due to reaction of CO2 forming some acidity is the natural reaction of carbon dioxideviaforming carbonic acid – Requires permanent acid neutralization chemical reaction requires permanent acid neutralization via chemical reaction – Natural limestone precipitates Calcium Carbonate which reacts effectively to neutralize a natural limestone precipitates calcium carbonate which reacts effectively to neutralize acids – Ionization may also be used, but is temporary Other Pollutants carbon monoxide, Volatile Organic Compounds (VOCs), hydrocarbons Other Pollutants chemical treatment precipitates the harmful chemicals Carbon Monoxide, VOCs, Hydrocarbons – Chemical treatment precipitates the harmful chemicals
Minerals, Salts, and Metals
magnesium, calcium, lead, & copper from the atmosphere and water collection tanks Minerals, Salts Metals
Magnesium, Calcium, Lead,forCopper the atmosphere and and water collection hardness is a concern primarily high levelfrom potability, metals can be toxic degrade piping tanks –cation Hardness concern for high level potability; Metals beortoxic and degrade pi exchangea resins with primarily sodium or potassium chloride (ions replaced with can sodium potassium Cation exchange resins with sodium or potassium chloride (ions replaced with sodium or –ions) –water Water softening with negatively charged ionspositively to bindcharged the positively charged softening with negatively charged ions to bind the metals ions, univalentmetal ions; U hydrogen, sodium or potassium divalent sodium hydrogen, sodium or potassium exchange exchange with divalent with calcium, sodiumcalcium, or potassium ions or potassium ion
Microorganisms/ Pathogens
Microorganisms/ typically from organic matter inPathogens water collection and storage tanks
Typically from matter in water collection and storage tanks essential for waterorganic purification – Essential for water purification UV radiation used in wastewater treatments and spring water – UV Radiation: used in wastewater treatments and spring water aseptic final filtration with a 0.22 mm pore membrane filter – Aseptic final filtration with a 0.22-mm-pore membrane filter; UV treatment
the pH sponge Colored Clean is a water filtering wall component. Acid rain has become more of an environmental concern as emissions collect in the atmosphere. Acid rain is incredibly destructive to exposed masonry and metal, as well as contaminates open water sources. The goal was to neutralize the acid using natural means. The component is a four part system which collects water, filters out large matter, neutralizes acid, and displays the acidity level.
The wall component utilizes passive means to neutralize the acid. Through the natural chemical reaction with limestone the acid breaks down the stone and produces harmless calcium sulfate. The limestone only reacts with acidic rain and will not dissolve in neutral water. The outer surface of the wall component is a combination of hydrophilic and hydrophobic glass. The different surface conditions direct water into the wall component for collection.
+ CaCO3 Self Regulating Limestone only dissolves at a pH between 6.0 and 8.0
+ H2SO4
CaSO4
+ CO2
Useful Byproducts Calcium sulfate can be extracted and sold for numerous functions including: gypsum pellets for crop fertilizers drierite drying agent plaster of paris pigments portland cement manufacturing of sulfuric acid paper agent Low Acidity Water Neutralized water is safe to use for any non-potable water needs
H2O
low pH high acidity
Clusters of crushed unfinished limestone 2 to 3 inches in size in each wall component Super-hydrophobic glass prevents collection of calcium sulfate byproduct Glass coated with color-changing pH indicators suspended in hydrogel
Water pours at base of component to control the flow rate, allowing a flow of 120 seconds or less through each component Calcium sulfate byproduct flows through the components
neutral pH low acidity
methyl thymol purple blue azolitmin leucomalachite green
pH 7
pH 5
pH 3
Increasing Acidity
pH 1
change in color with change in pH
hydrogel pH indicators
The back wall of the component is coated with a layer of hydrogel. Hydrogel is a gelatin-like material with embedded pH indicators to react with the acid rain and display the acidity level. Four different pH indicators were chosen based on the acidity levels at which they change color as well as the specific colors themselves. The indicators implemented are methyl purple, which turns from purple to green at pH 1.5, leucomalachite green, which turns from yellow to green at pH 1.8, azolitmin, which turns from purple to blue at pH 3, and thymol blue, which turns from red to yellow at pH 7. As the water filters through the component, the colors of the indicators turn from more warm red and purple tones to cool green tones.
Lab tests were conducted to determine the appropriateness and accuracy of the hydrogel, limestone, and unit’s perforations. The hydrogel implemented was saturated in the pH indicator solutions of thymol blue and mythol purple. The hydrogels were tested with acid at levels of pH 1, pH 3, pH 7 and a general basic solution. The tests confirmed the predictions of color change at various stages of acidity tested over a minimum time period of 60 seconds. Limestone was tested in an acidic solution to show its acid-reducing properties. The calcium carbonate was exposed to acid of pH 3 for 30 seconds and litmus paper was used to test the resulting pH of the liquid, which had been reduced to a pH of 7. The perforation of the Colored Clean component was tested by sampling various opening shapes and sizes on at multiple angles. The undulating shape of the component is most conducive to unpredictable rain and wind angles, as well as a variety in perforation size.
The bright colors are displayed on the wall and onlookers are aware of the acidity level of the rain outside. The wall becomes a great education tool showing the acidity of the atmosphere and how we can neutralize it through passive means.
dog-E park waste to green
energy
colored clean
frame
neutralize
clean H2O
pause
empt-Ease optimizing
green living
sun-e-scape
response
direct
acid rain
to shadow and sun
affect generate
pont de vue sweeping
structure
performance
compost
sound affect sound
waves
attract or repel
filter
teahouse private
relaxation
define
Pont de Vue is a bridge joining Ile Saint Louis and Il de la Cite in the center of Paris. The concept was a sleek design, complimentary to Paris’s already distinct and ornate architecture. The bridge sweeps from the main avenue of Ile Saint Louis and connects to Rue du Cloitre Notre Dame at the South end of Notre Dame Cathedral. Directing view and framing the historic monument is the strategy for the bridge.
Max. Stress, fc(max) All Members: Max = 44.7 Ksi (out19) Min = -8.58 Ksi (tie1)
44.7 Ksi 55.2 K
aKrsc h i 12 atie r c 2h 1 0 1 0 .2 Ks - 4 .2130 .2 K s Ki i s i
i
13
in
.5
i
99.3 K
27.4 K
33.7 K
721 K
60.8 K
632 K
i
15
2 .1 2 Ksi a rch 11
2 .3 4 K s i a rch 9
i
Ks
Ks
Ks
1
0 .8
12
m
ar
4
5
1 .2
4 4 .7 K si
0 .9
1 7 .6 K si 3 o u t2 0 a r .9 6 m 6 K si 2 4 .3 K si 3 o u t2 1 a r m .1 1 11 K si 8 .9 3 K s i 1 .7 ar m 3K o u t1 9 5 si
6 .8 0 K o u t3 2 s i
a 8 .8 4rm K 1s o u t3 1 3 i 4 .2 0 1 2 .5 KKs i 4 a s i .8 o u t3 0 r m 1 7 K 5 si
o u0t2K2 s i
o u t1 6
546 K
527 K 8.28 K 24.7 KK 24.7
99.3 K
ti e 4 -3 .8 tie 6 K3 si - 2 .1 5 Ks
36.7 K
24.6 K
-a0 .3 4 in rch a rch 9 1 2 a rch 1 0 - 0 .3 4 in - 0 .3 5 in - 0 .1 1 in
27.4 K-173 K 0 in
in
6
546 -K206 K
8.28 K
be am 55 -104 K 632 K 0tiein2
m1
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bea
60.8 K
a rch
721 -K255 K
33.7-69.0 K K
0 in527 K 0 in o u t1 b e6 a m 4 8 beam 46 24.7-13.6 K - 0K.1 7 in 24.7-45.4 K K - 0 .1 7 in - 0b.1e a1 m 4 9 b eam 47 in o u t2 2 b eam 9 - 0 .5 7 in bea m 52 b e - 0 .2 1 a m4 in - 0 .5 1 - 1 .2 0 in in o u t3 b2 e a m beam - 40 0.8 18 5 in be a - 0 .3 2 m- 11 beam 1 a in .1 5 rm 01 in - 2 .3 1 3 o u t3b 1e a m 0 bea - 1 3.49 - 1m.716 -0in.8 in 0 in be 2 7 a in - 0 .3 8-m1 5 bea - 1 .8in.6361 inin -1 m8 a rm .4 o u bt3e0a-1m.8 3 3 4 -3 .0 15 be in 6 8 - 2a m.7 in 47 2 in in -b0e.4a 0m 2 7 be in am 34 -1 b e a m- 26 .0 6 in o u t2 arm .85 0 b ea i 6 -3 .2m n 43 8in - b0 e.4a4m- 25.2 9 in -3 be in -3a.2m .06 i n 23 i5 obuet2a 1m -32 1. 4 4 in b ea n m 36 -2 be - 0 .8 5- 2 .5 3 in in -2a m .4 5 in .7 92 5 be in o u t19 am 19 -1 be a m .8 9 -2 - 0. 43 in .1281 in in be am 37 -1 be a-1m .0 7 in .44 74 in
tie 3
36.7 K
99.3 K
27.4 K
24.6-29.6 K K
13
in
.6
-0
3 in
11
- 0 .3
- 0 .3 4 in a rch 9
a rch
33.7 K
721 K
60.8 K
632 K
in
in
5
7
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a rm -0 .4 1 2 2 in
-0
-1
- 0 .4 3 in
o u t1 9
in
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a rm
in
in a rm -1 .9 1 1 9 in
- 0 .4 0
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- 0 .3a rm2 1in o u t3 1 3 -0 .8 7 - 0 .3 8 in in -1 a o u t3 0 rm 1 .4 4 in 5
- 0 .0 3 in
12 atier c2h 1 0 - 0 .3 4 - 0 .1- 10 .3in 5in in
4 ainr c h
in
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527 K 8.28 K 24.7 K 24.7 K
-21.1 K
Ks
- 0 .1 1 in o u t2 2
4 ti e
- 0 .0 3
si
-5.56 K
si
1 1.6
si 4 .3 5 K o u t1 0 si 5 .7 1 K o u t9
9 .0 0 K o u t8
7
si 1 2 .9 K
arm
Maximum Stress -fc (max) 44.7 Ksi 31.4 Ksi 18.1 Ksi 4.75 Ksi -8.58 Ksi
8 K - 8 .5 tie 1
0 .0 tie 2 in3
2 3 .4 1 7 .4 9 K s i .3 4 K s i4 .5 3 K s i ou ou oK s o u o o si i si K si in t2 6 t1 1 u t5i t1 4 u t1 2 u t1 3o u t1o 8u t2 4 s i K s 0 K s i K s i 9 .7 K 7 . 4 7 K 01 K2 .7 i 1 in 2 3 .2 Ks 3 .5 3 in 2 in in 2 2 3 1 5u t6 2in 9 5 1 0 3in87.8 1 12 o u t2o8u t2 o9 u t 2in5o1u6t2 in 2 1 .3 1 51 in 2 6 12 .9 in o in 4 K s i 3 .3 6K s iin58.9in 31 4K s i .1 4 .5K s 2 1 o u t1 o u t2 7 t1iin7 i 0 .0 3 K - ft - ft us Ks si si i i 1 5 .1 K is .3 K1 8. 8 1 6 .3 1 7 .7 K K s 10 0 .1 4 K 3 .9 5 K 9 .1 2 K 1 9 .07 .4K sK s 2 7 .9 o K K s i .7 i s i K s K 0 K 0 6 .1 0 .2 2 K 0 .1 5 0 .1 0K.8- ftK- - ft 1i718.0 .2.4s 2 .4 28 ft ft - ft a i s 7i 0i 0-K0K.6s.6 .0.4 5si i10K- .5 Ks i2s7i.8 s8.2i K0i 01s.4 s.63 si1i 10-K.50Ks.6 - ft .9i i221KKs Ki.0s0116i.616K0K.8 0sK.9 s i K1Ks K .9s9 i4K01Ks 7s i2Ki0sK0Ki .5 s91si01.4 6 .3K K- r m i K sK2i s2.3i K5 s3iKi2.1s.8i60si2.6 03K7.36.6sK5iK1sKs3Kis.5si i12 2.5 iK.2Ks619is.1 i i.5 - 5- 71 .6 Ki 1s50s.3 K12s0.9iK2K7s.1s1iKKi1.8-s2ftKi7.2sK - ft .2 7 K - ft s5 sis6Kii 3Ks i.5 3K K.3 0 8 s .6 5 i i .9 K s 0 3 .0 .7 i 4 1 3 5831 .4 K 1 3 7 s 3i -K0i s i .0 1 2 1 9Ks 0 K 7 K 0 0 .2 5 0 .7 4 2 s K 1 s i i 4 K K i i 0 0 s s i 9 5 .2 8 7 1K .0sd2i2ee- c0Ks K0K- ftK- ft- ft 4 K - ftKft0- ft.2 k8ede13aecmbcxk edkt2 cbkke1dd484a9ee7mcbk2edd851axee2t1 9d38ea3de8 ecmcbk d35 ct1 ccbk2ked6de35ae8exm xKkc.6t47bksdi42 a1c9cdmd1kbkeKe7e41cdc8a1d2kbekm7edc7ak1ebdm ecae5cbe 36d2ae63em - ft- ft - ft mccmbkk5e43dd6b8a7eee6mccakkd4edm78eb4xe41cet1 cdb5k1adk30e8ed8m dckd9xek84am e7e20 162dee9ae0Kcm 2kem c.5kskb6di399de7e44e1Kaecc.7 mxkkt3 et1 1c0b3cdk0de2k3.61 b7ecee6k7 k 6d84eam d 1cd5ce37a5kek24mK725- ft.4K K.8 1b1ekee58cdxcak9et5m6cdd6k1eb8d2ce4eka0c9m.3 e1c3dk1 d9kkce1d5145kced8290a7kce5m7kdcdde b e sbib0 0K.9s 8i -K0 .5 m ek-71.3 c615dcakb5kedm -acd714bcakme5ebke5m ar s 7ii s i -a21cm6k-32219167 K -b3be7dea7eamdcKmed4kdbecx4a85eekct96m3dca9k kedm 65Kem 1d5ce-35.7 s e6accmkkd353de83be d4e2K75cede5a40k6cecm e4kacexd79ckmdt1 61ea720cmkkbt1 43 i r 0 7 4 5 a 9 9 2 9 e K 3 e b K 4 .3 t1 m x e s b 9 e e d 5 3 a 6 8 e e .0 b e b 8 i a d e e K -50.4 K ex b 57.22K5 .7 K m 5 a m 3 2 .2 -189 K K2 .5s i.54 90K .8 154173 K K be 5 sK0i s.72 3 0K sKi1s0iK.9s 7i ecc3xkk3t1d54me904e2ccbk7ike3d5dYa9e1emccek6kxd6d6t6 0e2K.6c eski1ixd231t8 -i00.5 s 4k7i 8522d.3K02.0 Ke105.9c.0 sikk9i2d242Ks Ke5ssc0i ik1K020.2.0 s 3i 61K.3 K0.3s41K22i .1 i 59 2Ke0e1K0.1scc.2 Ks Kss6i -i 0K0.4 .2s.2i3-10KK.2s0s8i1.2 Ki s3 K20s.4.6 01K0sK.3 K.5--0ft02 .40ft .1 0s00204.5 2e a6K1 s.7 .8 4Ki312Ks 1is.3 Ki 9sbieK1as.2m0ib.8 5ss.3 i 0 5 K .1 s s .9 .2 1 i i 0 K K d s K e .9 .3 i 5 3 i d d K 3 i s c 4 K 0 3 .6 1 s d k e s e K 0 .3 b i 4 5 b K c c 0 1 i 0 0 i s 5 s K e .7 i e k k .4 i .1 .8 d s .3 K 2 2 i 3 1 .9 s t7 K a 1 c x 2 e s K e s i 4 0 0 4 m .5 54ei .0 2 cmkbkd45e2e 6 sK2is-6i01KK.1 1Ks7K0is0 sKi 9KKi sssKi iis i K 28 .3 i -Ks14isK.58-i.6 sK4.6i3sK9i0.2 .3 2 .108 1-.6 K.0is4.9s391i1Ki09.0K.9 i 0 bea 3K0.55 K0.2ss5ii100K1.3K.2 10Ks0.8 .0ssi965i00K.4 s s9i82i10KKK.0 .6sssi5ii 1KK2.0s.1 b 2e a m3b e a m 1 1d 90a5cmbkdde453eea01cmbkkde352ea346cmbkdde234eea81ccbmdkkde2e4ea3b7cme ad 1a 4ms2 ift.0KK 6-s2fti KKfts ift.8 KK0.1s.9 .5 s i101KK.8 1 i .4 7cdkdke31e4c23m -21.04.0 K0 -K se am K c 6 0 .6s si410i 1.2 d c 3 2s0.9i7 K22KsK.2 k k e 1 k 2 7 c 0 9 Ks.4 k 8 is0i 8K2 bKs 2 5 ss isi5i 02K0.0 1 e i - 1 - 7 - 69 8 .1 s i 0i 2K .2s i 7 K4 124 K 11710.9 sKsi 2 03i K.7 -277 K 5 .1 9 .0 K Kb e a m 5 5 .6s68i 0K2 .3 .5 s i102 KK.2ss5ii1 K.1s10 Z X 1i .4 .5 K s792i .2 K 0s24 i.8 Ks .73Ks1.0 5 iK2K ssK0ii sK s i i
0 .0 3 K - ft ft 02 K-0.0.0 5 K - ft K - ft K - ft K - ft - 0 .0 -30 .0 7 - 0 .0 7 23.1 K 7.04 K
o u t7 3 i rm Ks sia 1 7 .7 K .1 14 o u t4 9 i m Ks sai r 2 2 .1 K .7 25 o u t3 2 i m Ks a sr i 0 2 4 .6 K 5 .1 o u t1 8 i m Ks ar 2 i .6 2 4 .1 K s 3 i o u t2r m 1 Ks a 7 2 .2
3 in in.0 -5.56 K91.6 K8-0 3 .0 in 9-0 e4c k 7 .0 -0 i e 5nc kd7 - 0.01 d7 ck 120 beamK d24e in 3 07 a m .2 b e -0 1 3 8 in .0 a m -0
-4.53 in
- 2 .3 3 in
-3.15 in
be
-1.78 in
-48.1 K
16 i Ks a rm 8 7 .2 5 a rch a rch 7 K si 1 .1 4 1 .1 7 K s i
234 K -21.1 K
0 .1 1 in
o u t1 0 in
-0.41 in
be am 1 1 - 2 . 4 6 in be am 32 - 2 . 6 0 in
in
0.96 in
beam 26 - 2 . 5 9 in
in
4
Max = 0.96 in (in16) Min = -4.53 in (out27)
beam 14
.8
Local Displacement -dy 0.96 inches -0.41 inches -1.78 inches -3.15 inches -4.53 inches
K si 5 .6 .5 13 K s i 6 aa r c hh 8
in
- 0 .1 9 o u t9
110 K
in
- 0 .3 8 o u t8
- 0 .5 1 o u t7
in - 0 .4 6 ou t4
in
in - 0 .4 0 o u t3
in - 0 .1 6 o u t2
in
-48.1 K
6
-1
24.6 K
31.4 Ksi - 2 .6 8 in t5 o u t1 4 o u t1 2
0 .4
3
546 K
- 1 .7 4 in o u t1 1 o u
16
a rm
in
1
36.7 K
6
a rm
-21.1 K
- 0 .1 9 in out 9
0 .1 1 in
o u t1 0
in - 0 .3 8 o u t8
in - 0 .5 1 o u t7
- 0 .4 6 in
.8
0.90 ft-K/ft
-1
0.30 ft-K/ft
9
-0.30 ft-K/ft
a rm
in
5
n
-0.89 ft-K/ft
- 0 .4 0 in
8
.6
-1.49 ft-K/ft
Local Disp., All Members: Max 0.96 indy(in16) Min ==0.96 -4.53 (out27) -0.41inin in -1.78 in -3.15 -4.53 in
o u t4
2
-1
3i
.3
.0
-1
-1
in
All Elements: Max = 0.90 ft-K/ft (P14) Min = -1.49 ft-K/ft (P13)
o u t3
8
6
4 in -0.6
0 .4
a rm in
a rm
- 0. 16 in 1 ou t2 rm a
- 0 .3 0 o u t1
7 arm
16
Global Moment -Z -1.49 ft-K/m -0.89 ft-K/m -0.30 ft-K/m 0.30 ft-K/m 0.90 ft-K/m
Global Moment-Z
4 in - 0 .0 tie 1
2
-5.56 K
.8
a rm
5 a rch a rch 7 in - 0 .1 2 - 0 .1 2 in
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beam 4 - 0 .5 1 in beam 4 0- 0 .8 5 in beam 1 0- 1 .1 1 in beam 3-91 .4 0 in bea m - 1 .85-631 .6in 1 in beam 33 - 1 .8 6 in beam 27
beam 9
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0.96 in -0.41 in -1.78 in -3.15 in
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0 .0 3 0K .1 0 K - ft - ft
3.61 K
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110 K
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Min = -4.53 in (out27)
112 K
All Elements: Max = 0.90 ft-K/ft (P14) Min = -1.49 ft-K/ft (P13)
de
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Global Moment -Z Local displacement
Global Moment-Z
0 in -0 .1 2 in beam 46 -45.4 K - 0 .1 7 in beam 47 - 0 .5 7 in b e am 52 - 1 .2 0 in be a m 1 8
2 in
173 K
-48.1 K
The major structural components of the bridge are two forked compression arches at either end tied with cable stays. The cable stay bridge supports two sweeping decks which curve to orient someone walking toward the main avenues on either island. The arch has historical significance to Paris and the bridge is reminiscent of it. You enter the bridge though the arches which support half of each deck. As you cross the bridge, you move through an interior and exterior space defined by the cables.
The bridge acts as a viewport to Notre Dame Cathedral. The arches frame the monument and become a focus as you move west across the bridge. The arches themselves become a signifier of the bridge from down the avenues on Ile Saint Louis and Il de la Cite. At the western end of the bridge is a gathering space for onlookers to watch musicians performing.
dog-E park waste to green
energy
colored clean
frame
neutralize
clean H2O
pause
empt-Ease optimizing
green living
sun-e-scape
response
direct
acid rain
to shadow and sun
affect generate
pont de vue
filter
performance
teahouse
compost
relaxation
sweeping
structure
sound affect sound
waves
attract or repel
private
define
interior plan
top plan
front elevation
right elevation
left elevation
right elevation
This design is based off traditional elements of a Japanese teahouse. The plan follows a traditional four and a half tatami mat configuration which is nine feet by nine feet. The main strategy is to focus on the concept of the square which creates balance. The welded steel frame is divided into different sections of glass windows, large frosted glass panes, steel paneled windows and a copper picture recess—a significant component of a Japanese teahouse. The teahouse blends traditional with contemporary and is designed to be constructed in any setting, whether rural or urban. The teahouse provides a moment of pause for any environment.
dog-E park waste to green
energy
colored clean
frame
neutralize
clean H2O
empt-Ease optimizing
pause
green living
sun-e-scape
response
direct
acid rain
to shadow and sun
affect generate
pont de vue sweeping
structure
performance
compost sound affect sound
waves
attract or repel
filter
teahouse private
relaxation
define
The empt-Ease container is a designed counter top bin for compostable organics. The empt-Ease container addresses many of the inconveniences of an ordinary kitchen compost bin. Its design utilizes a scraper to quickly empty the container into your compost bin, reducing the amount of time hovering over decomposing food.
drain
scraper lock lid scraper
container
The empt-Ease operates with just one motion. A simple twist of the lid locks it into the scraper which also facilitates the opening and closing of the drain.
Lid Unlocked Drain Open
Locked With Scraper Drain Open
Locked With Scraper Drain Closed
Lid Unlocked Drain Closed
Lid Unlocked Drain Open
dog-E park waste to green
energy
colored clean
frame
neutralize
clean H2O
pause
empt-Ease optimizing
green living
sun-e-scape
response
direct
acid rain
to shadow and sun
affect generate
pont de vue sweeping
structure
performance
compost
sound affect sound
waves
attract or repel
filter
teahouse private
relaxation
define
Sun-e-scape is a leisure space defined by the shadows. The constant changing shadow on the ground evolves the space and becomes a dynamic playground.
The design was generated from a study model placed on the site. Over the course of the day, varying shadows were traced to create a pattern of the sun’s activity. The mapped shadows were the guidelines for the topography as well as the overhead structure of the site.
section A
section B
section B
section A
dog-E park waste to green
energy
colored clean
frame
neutralize
clean H2O
pause
empt-Ease optimizing
direct
acid rain
green living
sun-e-scape
response
to shadow and sun
affect generate
pont de vue sweeping
structure
performance
compost
sound affect sound
waves
attract or repel
filter
teahouse private
relaxation
define
The concept of Sound Affect came while visiting the site of Penn’s Landing, Philadelphia. I had meandered around the site, discovering quiet hidden streets and around corners to bustling restaurants. Sound has always been a directing force towards and away from particular places and events and was the inspiration for this project. The study of how sound affects behavior is fascinating. Different personality types are attracted to different types of sounds while others can be completely repelled.
RANGE
DECIBEL LE
ATTRACTIO
Park / Birds
DETERRANT
RANGE DECIBEL LEVEL ATTRACTION FACTOR DETERRANT FACTOR
Street Scenario A
Bar / Nightclub
conversation church bells park birds ice cream truck traffic very attracted interested neutral avoid repelled
Street Scenario B Siren / Alarm
bar argument conversation nightclub noisy restaurant
Street Scenario C
decibel level Reaction Factor
15 feet
range
siren traffic construction cat calls street vender argument traffic
This notation shows the attraction (blue) and deterrent (red) factor and decibel level of sounds commonly found on a street.
very attracted interested neutral avoid repelled
VERY ATTRACTED INTERESTED NEUTRAL AVOID REPELLED
PERSON 1 PERSON 2 PERSON 3 PERSON 4 RESIDENTIAL COMMERCIAL RECREATIONAL
STREET SCEN
ARIO A.
STREET SCEN
ARIO B.
STREET SCEN AR
IO C.
Walnut Str eet
eet
Str t n Fro
Survey of different sound types across East Philadelphia
Sound is metered on a range from pleasant and attractive to repulsive and deterring based on a general subjective scale. Each city sound was notated using blue and red curves representing the level of attraction / deterrence across the decibel range. A chain of interacting sounds demonstrates the sound experience someone has while walking down the street. Three Philadelphia streets were represented in this notation, then extruded and fitted with four distinct personality stereotypes displaying how different people have varying reactions to the same street.
Utilizing sound wave simulation software wave nodes were placed on the noisiest part of the site, the adjacent highway. As the nodes grew pools of interception occurred in which more nodes were placed. Eventually a field of interacting sound waves filled the site. The intercepting pools were split into two categories: harmonizing when the waves made a consistent pattern and erratic when the waves had an irregular pattern. The field of harmonizing and erratic patterns was the location for the program across the site. The organization is based on the correlating programs to each other and the specific sounds generated from the activities of the program. The field was converted into a moirĂŠ pattern which was stitched above or below the surface to create a structural system for the program.
This diagram is a survey of varying programs across the leisurescape, The programs are organized by their interactions with surrounding programs and activities, as well as general decibel factors produced during different seasons and times of day.
OFFICE SPACE WORKSHOPS BIKE/ RUNNING TRACK OFFICE SPACE CAFE WORKSHOPS MARKETBIKE/ RUNNING TRACK CINEMA CAFE PERFORMANCE SPACE MARKET CINEMA BAR PERFORMANCE SPACE RESTAURANT BAR OUTDOOR PERFORMANCE SPACE RESTAURANT VIEW OUTDOOR PERFORMANCE SPACE GALLERY VIEW GALLERY HOTEL HOTEL GREEN SPACE GREEN SPACE SPA SPA GYM GYM SPORT FIELDS SPORT FIELDS PRIVATE SPORT FIELDS PRIVATE SPORT FIELDS OUTDOOR PUBLIC SOUND
OUTDOOR PUBLIC SOUND ONLY INDOOR OR NO SOUND ONLY INDOOR OR NO SOUND
DAY
spring summer seasons
NIGHT
spring summer day
spring summer night
winter day
winter season
winter night
CINEMA
BAR
RESTAURANT
OUTDOOR PERFORMANCE PERFORMANCE SPACE SPACE
SPORT FIELDS PRIVATE SPORT FIELDSV
CAFE
BIKE & RUNNING TRACK
MARKET
VIEW
GREEN SPACE OFFICE SPACE GYM
WORKSHOPS
GALLERY
HOTEL
SPA
affect.
tceffa
GILLIAN RODALE STONEBACK / ASSOCIATE AIA /
LEED GA
GRStoneback@gmail.com / 610.390.0320 / 7008 NE Ronler Way, Apt 3238. Hillsboro, OR 97124