John Hopkins University – United States

Office building in Pennsylvania

Building use

Office building

Country/Region

All Regions

Overview

One-of-a-kind damper was adopted to withstand the height and wind horizontal loads while enabling the asymmetrical design of the building.


Basic information (construction date, number of stories, gross floor area, adopted design code, engineer(s), Contractor(s), etc.)

Construction date: 2008
Number of stories: 60
Gross floor area: 144,539m2
Adopted design code: IBC; Philadelphia Building Code; LEED 2009
Engineer(s): Thornton Tomasetti
Contractor(s): LF Driscoll


Issue and/or innovation

The building structure had to enable the asymmetrical design. The building uses a central structural concrete core and steel-framed floors. To avoid swaying, the building employs a double-chambered, concrete, 300,000 gallon liquid-tuned column damper, the largest of its kind in all of North America. Lightweight concrete (LWC) was utilized in the composite floor decks.


Reason for composite solution

To withstand the height and wind horizontal loads while enabling the asymmetrical design of the building.


Specific solution/technical details

Structural concrete core with steel-framed floors and columns.


References / Technical Papers Content

Coggin, M. (2018). Comcast Technology Center. Thornton Tomasetti. https://www.thorntontomasetti.com/project/comcast-technology-center
https://www.skyscrapercenter.com/building/comcast-technology-center/16192


Categories

Building, Floor (slab), Other

constructsteel is not liable for the solutions and products displayed. The companies/solutions providers are solely responsible for the information provided.

All images on this page are used with permission or believed to be in the public domain. If you believe any image infringes your copyright, please contact us at constructsteel@worldsteel.org for prompt resolution.

To upload a product, click here

To view FAQ's, click here