Born and raised in Italy, UC San Diego structural engineering graduate student Elide Pantoli knew she wanted to help people, but also knew didn’t want to be a doctor.
“I don’t like blood, so I knew I wouldn’t go into the
medical field,” said Pantoli. “In Italy, there’s an association of doctors that
was looking for civil engineers. That’s where I got the idea to study civil
engineering.”
Pantoli chose to study civil engineering at the University
of Bologna – the oldest university in the world. She knew she wanted to study
abroad, and the university offered an exchange program with the University of
California school system.
“I applied to study at UC San Diego, and came in 2007-2008,”
said Pantoli. “After that, I wanted to stay abroad, so I applied to do research
for a year at Columbia University.”
From there, Pantoli returned to start her Ph.D. at UC San
Diego in 2010. She started working on
the Large High Performance Outdoor Shake Table (LHPOST) at UC San Diego – the largest
outdoor shake table in the world – which provides the earthquake engineering
community with a facility that allows the accurate reproduction of severe earthquake
ground motions for the seismic testing of very large structures.
Pantoli tested a full-scale five-story building fully
outfitted with nonstructural components. Her dissertation focuses on one of
these – the precast concrete façade. This is what she will present at Research
Expo 2016 (see abstract below).
“There have already been code changes due to this work,”
said Pantoli. “All of my papers were published in partnership with industry. They
say, here’s a problem, and we try to help them solving it.”
Pantoli is interested in both industry and academia – but
her dream is to change engineering education.
“I’ve seen students in their third year that are so
frustrated because they still don’t know what they are doing,” said Pantoli.
She is passionate about helping students master a subject.
Register today for Research Expo 2016 to hear more from
Pantoli and 200+ engineering graduate students for the Jacobs School of
Engineering.
Research Expo also features TED-style
talks by faculty
highlighting research from our agile research centers and a networking
reception with faculty, students, industry partners and alumni.
200. SEISMIC
DRIFT COMPATIBLE DESIGN OF ARCHITECTURAL PRECAST CONCRETE CLADDING: TIEBACK
CONNECTIONS AND CORNER JOINTS
Department: Structural Engineering
Faculty Advisor(s): Tara C. Hutchinson
Faculty Advisor(s): Tara C. Hutchinson
Primary Student
Name: Elide Pantoli
Name: Elide Pantoli
Abstract
Architectural precast concrete (APC) cladding is a nonstructural system sensitive to both seismic floor accelerations and story drifts. APC panels must be designed to resist forces in the out-of-plane direction of motion, while they must accommodate in-plane story drifts. This requirement presents specific challenges to engineers, namely the design and detailing of connections intended to allow in-plane drifts (termed ?tiebacks?) and corners of the system. Presently, these important issues are addressed rather broadly in design codes, leaving the details to the discretion and experience of the designer. With the goal of providing practical guidance to designers, system and component tests on representative APC cladding and tieback connections were performed. This poster summarizes key results obtained from these experiments and applies these findings to develop guidelines for drift-compatible design of tieback connections and corner systems.
Architectural precast concrete (APC) cladding is a nonstructural system sensitive to both seismic floor accelerations and story drifts. APC panels must be designed to resist forces in the out-of-plane direction of motion, while they must accommodate in-plane story drifts. This requirement presents specific challenges to engineers, namely the design and detailing of connections intended to allow in-plane drifts (termed ?tiebacks?) and corners of the system. Presently, these important issues are addressed rather broadly in design codes, leaving the details to the discretion and experience of the designer. With the goal of providing practical guidance to designers, system and component tests on representative APC cladding and tieback connections were performed. This poster summarizes key results obtained from these experiments and applies these findings to develop guidelines for drift-compatible design of tieback connections and corner systems.
Industry Application
Area(s)
Civil/Structural Engineering
Civil/Structural Engineering
Related Links:
1.
http://bncs.ucsd.edu
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