American Society of Civil Engineers


Design of the Tallest Reinforced Concrete Structure in California — A 58-Story Residential Tower in San Francisco


by Derrick D. Roorda, (DeSimone Consulting Engineers, San Francisco, CA E-mail: droorda@desimone.com) and Nicolas J. Rodrigues, (DeSimone Consulting Engineers, San Francisco, CA E-mail: nrodrigues@desimone.com)

pp. 1-9, (doi:  http://dx.doi.org/10.1061/41016(314)85)

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Document type: Conference Proceeding Paper
Part of: Structures Congress 2008: Crossing Borders
Abstract: This paper summarizes the analysis and design as well as special component testing performed for the Millennium Tower project located at 301 Mission Street in San Francisco. When completed in 2008, at 645 feet, this project will be the tallest reinforced concrete structure situated in a seismic zone 4 region, the 4th tallest structure in the City of San Francisco, and the tallest residential building in the U.S. west of Chicago. The tower has 58 occupied floors and combines with an adjacent 12-story tower and surrounding podium to provide over 1,150,000 sf of luxury condominiums and recreational amenities. The tower’s immense height posed many challenges and required the creative use of technologies and cutting edge innovations. The tower’s dual lateral system is comprised of a 36-inch-thick concrete shear wall core and partial perimeter Special Moment Resisting Frames (SMRF). The heaviest building ever constructed in San Francisco on a psf basis, the tower is supported by a mat foundation resting on 950 130-ton piles, each approximately 80 feet in length. Outrigger trusses connect the interior core with robust perimeter super-columns at three intermediate levels to control lateral deflections. In order to reduce the required floor-to-floor heights, shallow steel link beams are used within the shear wall core as coupling beams, in lieu of deeper diagonally reinforced concrete beams. Closely spaced ties in columns and walls posed a challenge to the placement of the high strength 10 ksi concrete needed for this project. To alleviate some of this congestion, DeSimone specified a system of Welded Reinforcement Grid (WRG) that eliminated all hooks, significantly reduced the volume of rebar, and decreased overall labor costs. A successful laboratory test program was implemented, in conjunction with supporting calculations, to demonstrate the adequacy of this product for use on the project.


ASCE Subject Headings:
California
Concrete structures
High-rise buildings
Structural design