P R I N C E T O N U N I V E R S I T Y, 2 0 1 6 . B . S . E . C I V I L & E N V I R O N M E N TA L E N G I N E E R I N G
JACQUELINE PORTFOLIO
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S T R U C T U R A L E N G I N E E R I N G | S U S TA I N A B L E D E S I G N ARCHITECTURE | URBAN STUDIES ‣ Projects ‣ Work Experiences ‣ Leadership ‣ Skills ‣ Photography ‣ Fine Arts
PROJECTS 5 S U S TA I N A B L E BUILDING DESIGN
PRINCETON ARCHITECTURE L A B O R AT O R Y
1 P O R TA B L E RENEWABLE ENERGY
POWER IN A BOX
2 THE ART OF S PA N I S H B R I D G E D E S I G N
L A B A R Q U E TA BRIDGE
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RE-IMAGINING URBAN LANDSCAPES
CONCEPTUAL DESIGN AND A N A LY S I S O F S T R U C T U R E S
NANPU H I G H W AY INTERSECTION
4 DESIGN OF TA L L B U I L D I N G S
6 0 - S T O RY MIXED-USE TOWER
BERLIN MAIN T R A I N S TAT I O N
7 EARTHQUAKE H A Z A R D A N A LY S I S
COMMUNITY RESILIENCE I N S E AT T L E
COLLABORATIVE PROJECT 2012 - 2013
P O R TA B L E RENEWABLE ENERGY
POWER IN A BOX
Power in a Box is a 1kW portable hybrid wind-solar power generation system, an EPA award winning renewable energy device. The system folds out of a standard shipping container, can be transported on standard trailers, and is deployable using only manual power. Before I joined the Power in a Box team of students and professors, an initial prototype of the device had been constructed and demonstrated at the 2012 EPA P3 Student Design Competition. During the 2012-2013 academic year, I led a team of 14 students to begin design and construction of an upgraded prototype in Princeton. The beta prototype fulfills the design requirements of increased capacity and reliability during inconsistent weather conditions. I designed the improved electrical system and added the HOBO U30 GSM data logging system to assist data collection and performance analysis. During summer 2013, three other students and I worked on completing the following: • Design, construct, and test the beta prototype • Collect and analyze wind speed, solar radiation, and power production data • Supply power to research sites in the Bermuda Institute of Ocean Sciences and the National Museum of Bermuda • Demonstrate the system to local communities in Princeton and Bermuda
S U S TA I N A B L E D E S I G N ADVISOR: CATHERINE PETERS
Electrical system schematic
Solar panels and wind turbine power generation
Deployment sequence
COLLABORATIVE PROJECT FA L L 2 0 1 4
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THE ART OF S PA N I S H B R I D G E D E S I G N
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STRUCTURAL ENGINEERING | URBAN STUDIES ADVISOR: MARIA GARLOCK
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L A B A R Q U E TA BRIDGE
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SAP2000 analysis
Graphic statics analysis
Over one semester, 20 students and two professors worked together to create an exhibition on Spanish Bridge Design. Eight bridges were studied in detail. My team of three students focused on La Barqueta Bridge, a 168m-span bowstring bridge. We performed structural analysis using graphic statics and SAP2000, built a 1:100 scale model using 3D printed resin and laser-cut MDF and cardstock, as well as produced a structural analysis report, exhibition poster, website, and short video.
1:100 Model
INDEPENDENT PROJECT SPRING 2015
RE-IMAGINING URBAN LANDSCAPES
N A N P U H I G H W AY INTERSECTION A R C H I T E C T U R E | U R B A N S T U D I E S | S U S TA I N A B L E D E S I G N A D V I S O R S : M A R I O G A N D E L S O N A S + B R U N O C A R VA L H O
Over the course of a semester, students and professors explored urban environmental challenges in a small seminar setting. The final product of the course is an independent project to design an urban intervention. In many cities across the globe, elevated highways are defining elements of the urban landscape. These massive structures are often grey, unattractive, and associated with undesirable noise, air, and light pollution. At the same time, they only serve the single purpose of transporting motorized vehicles, without any direct positive engagement with people or the environment. But what if these infrastructure were transformed into active social spaces that facilitate the interaction between people with their environment? This exploration culminates in an urban intervention within the city of Shanghai, focusing on social and environmental issues surrounding the traffic and elevated highways. This re-imagination of the Nanpu Bridge Intersection takes the spiraling and monumental architecture of elevated highways as a generating form, and develops an active arena that aims to reduce pollution and transform the way people think about and inhabit transportation devices.
COLLABORATIVE PROJECT SPRING 2015
DESIGN OF TA L L B U I L D I N G S
6 0 - S T O RY MIXED-USE TOWER STRUCTURAL ENGINEERING ADVISOR: RICHARD GARLOCK
Teams of three students worked together over one semester to design the structural system of a tall building according to ASCE7-10, with considerations of architectural program, construction timeline, and costs. Our team designed the Newman Tower, which aims to introduce a tall building aesthetic into the landscape of Staten Island. The simple design hopes to instigate building development in the area, while not disrupting the existing aesthetics. Positioned in the vibrant and up-and-coming community of St. George in Staten Island, the site chosen for this multipurpose 60-story building has breathtaking views of the Hudson River as well as downtown Manhattan. We envision a mixed-use building that is part school and part residential dwelling, with an open space at the ground level of the building. The ground level is an open plaza that provides space for both a school playground and a public park, and provides flood resilience for this low-lying building. The first five levels of the building are dedicated to the school. The sixth level is a lobby space for the residents. Finally, levels seven through sixty are dedicated to the residences. The building employs a core and outrigger system to resist lateral loads, with belt trusses that assist the column gravity load takedown. Outriggers and belt trusses are positioned at three different levels throughout the building and coincide with the mechanical floors. Gravity (dead and live) loads as well as seismic and wind loads are taken into consideration in this design using ASCE7-10. Reinforced concrete is used for columns and foundations while steel is used for beams, girders, outriggers and belt trusses.
Structural schematic
Flow of forces
Effect of outriggers on 
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moment concrete perimeter column
concrete core column
steel girder
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Building program
Lower level floor plan
Foundation design
COLLABORATIVE PROJECT FA L L 2 0 1 5 ( O N G O I N G )
S U S TA I N A B L E BUILDING DESIGN
PRINCETON ARCHITECTURE L A B O R AT O R Y
Over one semester, teams of three students perform energy design and analysis of the new Princeton Architecture Lab. The Princeton Architecture Lab, to begin construction in 2016, will be an Integrated Research Structure. The building will have prefabricated wood structure and facade, with bands of glass for views into building and operable hydraulic hangar doors. The following energy analysis and design were performed for the building: (1) Energy analysis using ASHRAE 62.1-2010 and ASHRAE 90.1-2010 to determine heat losses, heat gains, total UA, design heating load and annual heating loads. (2) Low energy and exergy design with a pellet furnace and high temperature radiators heating system, sized according to Schmidt 2004 and ECBCS Annex 49. (3) Energy design with ground source heat pumps using GSHP-Calc 5.0, with the goal of achieving low capital and operational costs. (4) Indoor air quality risk assessment using Standard 01350 Specification 2010.
S U S TA I N A B L E D E S I G N ADVISOR: STEPHEN SONG
Source: Princeton University
Building layout
Energy and exergy flow analysis
Graphic Statics: Funicular Arch and Force Polygon
COLLABORATIVE PROJECT FA L L 2 0 1 5 ( O N G O I N G ) Roof section and photograph during construction. Source: Schlaich Bergermann & Partner
CONCEPTUAL DESIGN AND A N A LY S I S O F S T R U C T U R E S
Teams of three students perform structural analysis on a structure of their interest. Schlaich Bergermann und Partner’s (SBP) Berlin Main Station is the largest crossing station in Europe and serves as an important transportation nodal point. The overall structure is open and transparent, with glass roof and facades that employ complex yet lightweight and elegant structural forms. Of interest to this project is the 320-meter long glass filigree grid shell structure, which covers six rail tracks with a maximum span of 66 meters. This curved roof is supported by a series of freeform arches stiffened by a cable truss system spaced at 12-meter intervals.
BERLIN MAIN T R A I N S TAT I O N Cable Truss Shape
STRUCTURAL ENGINEERING ADVISOR: MARIA GARLOCK
While a funicular arch does not experience bending moment, the freeform curve does and so would experience large amount of deformation even under self weight. A tension stiffening cable truss system can be designed to in order to provide resistance to bending moment. The BLOCK research group presents the method of “Freeform Thrust Lines,” an elegant four-step graphic statics solution based on the principle that the stiffened arch will have the same reactions as the funicular arch with the same set of boundary and loading conditions. We implemented the BLOCK method using Rhino and Grasshopper to find the cable shape of the Berlin Main Train Station roof, and examined the effect of different parameters on the cable shape. A 1:200 teaching model was constructed from plexiglass to demonstrate the stiffening effects of the cable truss.
Effect of Hinge Location 1:200 Scale Model
Source: Schlaich Bergermann & Partner
SENIOR THESIS 2015 - 2016 (ONGOING)
EARTHQUAKE H A Z A R D A N A LY S I S
COMMUNITY RESILIENCE I N S E AT T L E STRUCTURAL ENGINEERING | URBAN STUDIES ADVISOR: MARIA GARLOCK
Fire following earthquake can pose major threats to regions prone to seismic activity, and studies such as the California ShakeOut Scenario (Scawthorn 2008) have shown that significant physical, human and economic losses can occur. The resilience of a community to a hazard depends heavily on the performance of the built environment, whose vulnerability can be described by fragility functions. The use of fragility functions in the context of community resilience requires that computational time and required data be minimized. Thus, it is necessary to assess the sensitivity of fragility functions to its parameters and determine the necessary level of detail for resilience analysis. This thesis will achieve three main tasks: • Analyze fire fragility functions for steel gravity frame
structures to determine sensitivity to fire scenario, using methodology developed by Gernay et al. 2015.
Thesis scope in the context of the built environment
• Analyze earthquake fragility functions for reinforced
concrete structures to determine sensitivity to cladding and detailing, using SYNER-G (2011) data and tools. • Apply the findings of the previous chapters in the
context of community resilience through a case study in Seattle, and identify limitations and areas of further research of the use of fragility functions in community resilience assessment. Sample community in Seattle. Source: King County Parcel Viewer See next page for interim poster presentation. Source: seattle.gov/dpd
Interim Poster Presentation Jan. 08, 2016 This poster presents of an overview of the thesis research progress, identifying areas of further progress for the remaining four months of research.
Fire and Earthquake Fragility Functions in a Community Resilience Context Jacqueline Li. Advisor: Professor Maria Garlock Case Study: Seattle
Fire Fragility Function
Research Overview
Gernay et al. (2015) have proposed a novel methodology for developing fire fragility functions for steel frame structures. They have conducted sensitivity analyses on parameters except fire scenario and occupancy type. This thesis attempts to fill in those gaps and construct final fragility functions for the building. The sample building under consideration is shown in Figure 1.
1906 San Francisco Earthquake and Fire. Source: California Department of Conservation
Fire following earthquake can pose major threats to regions prone to seismic activity, and studies such as the California ShakeOut Scenario (Scawthorn 2008) have shown that significant physical, human and economic losses can occur. The resilience of a community to a hazard depends heavily on the performance of the built environment, whose vulnerability can be described by fragility functions. The use of fragility functions in the context of community resilience requires that computational time and required data be minimized. Thus, it is necessary to assess the sensitivity of fragility functions to its parameters and determine the necessary level of detail for resilience analysis.
Step 1: Fire scenarios Three fire scenarios have been identified: the Eurocode parametric fire (Buchanan 2001), the One Meridian Plaza (1MP) natural fire in 1991, and 2003 experimental fire at the Cardington laboratories (Lennon 2004). These are illustrated in Figure 2.
FEMA (2008) ranks Seattle the fifth US metropolitan area most susceptible to earthquake exposure, behind four locations in California. Indeed, Seattle has had a long history with earthquakes, including the 2001 Nisqually Earthquake (Figure 7) resulting in a cost of $20 million. The Seattle Office of Emergency Management (2014) ranks fire as the most dangerous secondary hazard in Seattle, estimating 450 serious fire ignitions following a moderately large earthquake. The results of the previous analysis will be applied in a case study on an urban community within Seattle, leading to the determination of building functionality in fire following earthquake scenarios. Additionally, this case study hopes to identify limitations and areas of further research for the use of fragility functions in the context of community resilience assessment.
Figure 1 Building plan and elevation from Gernay et al. (2015).
c) Cardington Fire
b) 1MP Fire
a) Eurocode Parametric Fire
Figure 2 Fire curves for 12 fire loads of 100 to 1200 MJ/m2 floor area.
Step 2: Fragility functions for columns The complementary CDF for the maximum steel temperature in each column is developed, assuming normal distribution. These will be convoluted with PDF of steel temperature capacity to derive fragility functions for each column, as shown in Figure 3. A set 1-CDF curves for a W14x90 column under the three fire scenarios is shown in Figure 4.
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Figure 3 Sample fragility function taken from Gernay et al. (2015).
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Figure 4 Complementary CDF for maximum steel temperature under a) Eurocode parametric fire, b) 1MP fire, and c) Cardington fire.
Step 3: Fragility functions for the entire building The fragility function for each column will be weighted and added together to find the fragility function for the entire building under each fire scenario. These will be compared to find sensitivity of fragility functions to fire scenario.
Hazard Scenario Earthquake
Figure 7 Building damage in Seattle from the 2011 Nisqually Earthquake. Source: Wikimedia Commons
Figure 8 Probabilistic spectral acceleration in Seattle. Source: USGS
Action on Infrastructure Excessive deformation Fire following EQ Fragility Functions EQ fragility functions Fire fragility functions
Damage to buildings in a community
This thesis will achieve three main tasks: 1. Analyze fire fragility functions for steel gravity frame structures to determine sensitivity to fire scenario, using methodology developed by Gernay et al. 2015. 2. Analyze earthquake fragility functions for reinforced concrete structures to determine sensitivity to cladding and detailing, using SYNER-G (2011) data and tools. 3. Apply the findings of the previous chapters in the context of community resilience through a case study in Seattle, and identify limitations and areas of further research of the use of fragility functions in community resilience assessment.
References
Earthquake Fragility Function
Physical Inventory Buildings
SYNER-G, a European joint research project, provides an in-depth database of fragility functions for reinforced concrete structures and presents a method for comparing fragility functions. This thesis attempts to perform sensitivity analysis of SYNERG fragility functions to cladding and detailing. Material
Structural System
Height
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Detailing
Non-Ductile Bare
Low-Rise
Reinforced Concrete
Moment Resisting Frame
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Figure 5
Step 1: Gather fragility functions Reinforced concrete fragility functions available on the SYNER-G database fit into the cases illustrated in Figure 5, with parameters of interest being cladding and detailing. Step 2: Harmonize fragility functions Since a large number of authors contributed to the database, the fragility functions use a variety of intensity measures and damage states. They can be harmonized using SYNER-G’s Fragility Functions Manager tool. Step 3: Combine and compare Once harmonized, the functions can be plotted, combined, and compared, either in Fragility Function Manager, MATLAB, or Excel to determine sensitivity to parameters. Figure 6 shows a sample mean curve for MRF, midrise, seismically designed, bare building types, from SYNER-G.
Figure 6
Buchanan, A.H. 2001. Structural Design for Fire Safety. Chichester, UK: Wiley. FEMA. 2008. HAZUS HM Estimated Annualized Earthquake Losses for the United States. Federal Emergency Management Agency. Washington, DC. Gernay, T., Elhami Khorasani, N., Garlock, M.E.M. 2015. “Fire fragility curves for steel buildings in a community resilience context: a methodology”. Submitted to Engineering Structures. Gernay et al. 2015. “Sensitivity analysis of fire fragility curves for steel gravity frames”. Lennon, T. 2004. Results and Observations from Full-scale Fire Test at BRE Cardington, 16 January 2003. Client Report. Building Research Establishment. Scawthorn, C.R. 2008. The ShakeOut Scenario Supplementary Study: Fire Following Earthquake. SPA Risk LLC. Berkeley, CA. Seattle Office of Emergency Management. 2014. Seattle Hazard Identification and Vulnerability Analysis: Earthquakes. SYNER-G. 2011. D3.1 Fragility Functions for Common RC Building Types in Europe. Seventh Framework Programme, Thessaloniki, Greece.
WORK EXPERIENCES
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SUMMER 2013
SUMMER 2014
SUMMER 2015
CONSTRUCTION MANAGER
CIVIL ENGINEERING INTERN
LAND & URBAN PLANNING INTERN
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Designed, constructed, and tested a 1kW portable hybrid wind-solar power generation system, an EPA award winning renewable energy device.
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Constructed full prototype with three other students.
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Used device to supply power to research site in BIOS.
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P ro d u c e d re p o r t o n d e s i g n f e a t u re s , construction process, deployment procedure, and power production analyses.
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Assisted traffic infrastructure team in construction management for Doha Expressway Group 5 projects.
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Completed preliminary and detailed design drawings in AutoCAD.
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Calculated internal forces and deformations of segmental tunnel lining for a 20km twin rail tunnel Follo Line Project in Norway.
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Analyzed geological data from core drilling reports to determine rock properties.
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Produced site analysis and area development studies for Disneyland Resort, Shanghai Disney Resort and Walt Disney World.
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Communicated and coordinated with lead planners and executives.
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Created maps and graphics illustrating the evolution of Disneyland Resort’s storm water management system in accordance with 10-year theme park expansion master plans.
LEADERSHIP
SKILLS S T R U C T U R A L A N A LY S I S
ASCE PRINCETON STUDENT CHAPTER PRESIDENT
ARCHITECTURE ASSOCIATION OF PRINCETON EVENTS DIRECTOR
3 D M O D E L I N G | G E N E R AT I V E D E S I G N
C R E AT I V E
BASIC
PROGRAMMING
LANGUAGES
T H E D A I LY P R I N C E T O N I A N PHOTOGRAPHER
PRINCETON RAISING AND GIVING MEDIA / GRAPHICS DESIGN
MANDARIN CHINESE FLUENT
GERMAN BASIC PROFICIENCY
PHOTOGRAPHY
SESC Pompeia São Paulo, Brazil
View of the city from Edifício Italia São Paulo, Brazil
Puente de Lusitania MĂŠrida, Spain
Almonte River Viaduct AlcĂĄntara Reservoir, Spain
George Washington Bridge NY
FINE ARTS Venetian Mask Oil on card stock
San Marco Piazza Lino prints on canvas
Study of Sargent’s Garden Watercolor on paper
Lips/Leaves Oil on canvas
Tango Acrylic and pastel on canvas
Life study 1 Charcoal on paper
Life study 2 Charcoal on paper