...on a parking garage?

The Fairbanks at Cityfront Center in Chicago was built on top of an existing parking garage. In order to support the new football-shaped tower on the center of the garage, a 6-foot deep concrete transfer mat was used to distribute load to the stronger perimeter columns.
Crystal Center

...in crystaline form?

If a tectonic shift sent giant crystals thrusting up through the water’s surface, it might look something like this dramatic arts center prototype by AS+GG. Crystal structures with cantilevers of up to 230 feet are joined at a base beneath the water.
Matrix Gateway Complex

...as a cube?

The Matrix Gateway Complex by AS+GG would be an exception to the rule of monotony in rectilinear buildings. It would provide residents a full 3-D city experience, featuring suspended platforms linking modular housing and community venues.

...like a big "W?"

Walter Towers are Danish architects Bjarke Ingels Group’s latest project in Prague, Czech Republic. Cool design, but will it stand?
Showing posts with label acadia. Show all posts
Showing posts with label acadia. Show all posts

Monday, October 26, 2009

ACADIA 09: reForm()

Posted by Will it stand? at 6:04 PM 0 comments
This past week, I attended the annual conference for the Association for Computer Aided Design in Architecture (ACADIA). It was held in Chicago at the Art Institute. This setting provided the perfect backdrop for the conference, which annually provides a forum for the examination of emerging research and application of technologies in the building and design professions.

IMG_3990
New Modern Wing of the Art Institute of Chicago
I attended sessions covering a very broad range of topics from self actuating pneumatic structures to kinetic tensegrity grids. However, the most immediately applicable ideas were, imho, related to parametric strategies for design optimization.

Needle tower
Needle Tower at the Kröller-Müller Museum, a tensegrity structure

One paper, by designers at Aedas & Arup, focused on optimizing energy and life cycle costs in tall buildings. They considered an optimized structural shape with adaptation for reducing HVAC loads induced by the environment. The most visually rich presentation about parametric tools was given by an architect from NBBJ. He specifically discussed the parametric generation of the Hangzhou Stadium using Grasshopper algorithms in association with Rhino. On the final day of the conference, SOM shared some of the results of their structural optimization research. They discussed the application of Michell Frames (optimized cantilever shapes) in high rises, principal stress trajectories in diagrids, and shape optimization.

The general lesson I’ve come away with is that many architects are applying very complex digital and mechanical tools to innovate solutions to common building problems. They are prepared to engage engineers on a highly technical level. This leads me to ponder the question, are structural engineers content to watch from a distance as forward thinking architects take on the seminal building design challenges?

Certainly, engineering colleges believe that they are on the cutting edge of innovation. Engineering journals are filled with complex dissertations, but are these papers pushing forward design innovation? Or are we just continually reinventing the buildings codes and shaving off nominal quantities of steel reinforcement. If structural engineers are little more than efficiency experts, they offer little value to their clients, and the profession becomes an outsourceable commodity.

We ought not to ask will it stand today? Rather, how will we make it stand tomorrow?
 

Will It Stand? Copyright 2009 Reflection Designed by Ipiet Templates Image by Tadpole's Notez