New Certificate Program in Architecture and Engineering

This Certificate Program has been in place informally since 1973 and formally since 1981. When it was structured into a certificate in 1981, the only means of receiving the certificate in Architecture and Engineering is to be a major in CEE with a focus on structural engineering. We have now broadened this Certificate Program to make it accessible to students of all disciplines, within and without engineering.

The goal of the revised Certificate Program is to enable students to work at the intersection of engineering and architecture, where both engineering and architecture are defined more broadly than structural design. It is a framework for interdisciplinary study to tackle problems that cannot be addressed by one discipline and an opportunity to explore new educational and research trajectories.

Currently, three “fields of expertise” for the Program are listed: Structures, Computation, and Environment. With approval of the committee, the student may construct their own “field of expertise” that demonstrates a coherent program of study addressing a global challenge theme.

The Certificate Program now has two co-directors: one from the School of Engineering (Maria Garlock) and one from the School of Architecture (Forrest Meggers). It also has new requirements. For more detail visit the website: https://arch-eng.princeton.edu

The undergraduate announcement has more information: https://ua.princeton.edu/academic-units/program-architecture-and-engineering

 

Exhibition on “Creativity in Cuban Thin Shell Structures”

Cubans have an international reputation for their spirited high-quality art, which is manifested in mediums such as paintings, sculptures, cinema, music, as well as the design of structures. This exhibition focuses on selected “thin shell” structures designed and built in the mid-20th century in Havana. Thin shell structures are long-span roof coverings, which in this case are built out of reinforced concrete and/or terracotta tiles. As a whole, these structures illustrate the creative artistic talent of Cuban architects and engineers. Historical examples throughout the world illustrate that constraints enable creativity – some of the most creative structural designs are born of tight economic and/or physical constraints. It is therefore not surprising to see elegantly creative Cuban designs that were conceived of and built with limited resources. “Creativity in Cuban Thin Shell Structures” tells the story of select engineers and architects who shaped Havana’s architecture of thin shell structures and in some cases defined an authentic style that is creatively Cuban. See

https://cubanshells.princeton.edu for more details.

New NSF Award Examines Shear Buckling of Steel Plates

Collaborative Research: Shear-Buckling Mechanics for Enhanced Performance of Thin Plates

Thin steel plates are commonly used as structural elements in buildings, bridges, towers, aircrafts, etc. Due to their slenderness, these plates are susceptible to buckling under shear loading, thus limiting their capacity. The recent research shows that many existing models do not represent the true mechanics of ultimate shear buckling. This project will investigate and advance the knowledge of shear buckling response, thus leading to improved economy, durability, and safety of structures that use thin plates. The focus of this study is on steel plates, but it lays the foundation for other materials such as aluminum and composites that can be considered in future work.

The overall objective of this project is to comprehensively investigate the mechanics of shear buckling behavior in steel plates, thus leading to (a) new predictive models that capture the true mechanics, and (b) design modifications that increase economy, robustness, and life-cycle performance. The research plan involves both nonlinear finite element studies and experimental tests. A detailed examination of the stress patterns and load redistribution from the elastic buckling stage to the ultimate postbuckling capacity will be the primary focus. Physical tests will explore new panel configurations, and potential material optimizations will be identified based on finite element mechanics studies. Experiments will be conducted using facilities at Lehigh University to examine the shear buckling performance of steel plate girder specimens, both with and without bending moment. The data from these tests will be used to directly validate the computational modeling approaches.