Title: Design-Construction of The Paramount — A 39-Story Precast Prestressed Concrete Apartment Building
Date: July-August, 2002
Volume: 47
Issue: 4
Page number: 56-71
Author(s): Robert E. EngIekrk
https://doi.org/10.15554/pcij.07012002.56.71

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Abstract

At 39 stories and 420 ft (128 m) high, The Paramount (located in San Francisco, California) is the tallest concrete structure in addition to being the tallest precast, prestressed concrete framed building in Seismic Zone 4 (a double record). It is the first major high rise building to be braced by an architecturally finished exposed precast concrete ductile frame. The reinforcement used to create this seismic ductile frame includes post-tensioning and high strength reinforcing steel. All this represents a major milestone in the development of precast/prestressed concrete. The building is basically an apartment complex, although the lower floors accommodate retail space, vehicle parking and recreational amenities. This article presents the design considerations, construction highlights, research and development,   and code approval process that led to the realization of this structure.

References

1. Englekirk, R. E., “An Innovative Design Solution for Precast Prestressed Concrete Buildings in High Seismic Zones,” PCI JOURNAL, V. 41, No. 4, July-August 1996, pp. 44-53.

2. Englekirk, R. E., “An Evaluation of the State of the Art in the Design and Construction of Prefabricated Buildings in Seismically Active Areas of the United States,” Earthquake Resistant Reinforced  Building Construction, June 1978.

3. Englekirk, R. E., and Selna, L.G., “Criteria for the Design of Prefabricated Concrete Systems,” ATC Proceedings of a Workshop on Design of Prefabricated Concrete Buildings for Earthquake Loads,  April 27-29, 1981, pp. 639-656.

4. Englekirk, R. E., “Overview of the ATC Seminar on Design of Prefabricated Concrete Buildings for Earthquake Loads,” PCI JOURNAL, V. 27, No. 1, January-February 1982, pp. 80-96.

5. Cheok, G. S., and Lew, H. S., “Model Precast Concrete Beamto-Column Connections Subject to Cyclic Loading,” PCI JOURNAL, V. 38, No. 4, July-August 1993, pp. 80-92.

6. ACT Innovative Task Group I and Collaborators, “Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary,” ACT Proposed Provisional Standard (ACT Ti.1- XX),     American Concrete Institute, Farmington Hills, MI, undated.

7. Warcholik, G., and Priestley, M. J. N., “Structural Systems Research Project: High Strength Concrete Joints Tests - Series 3, Report No. TR-98/12,” University of California, San Diego, July 1998.

8. Englekirk, R. E., Seismic Design of Concrete and Precast Concrete Structures to a Performance Criterion, John Wiley & Sons, Inc., New York, NY, 2003.

9. Nawy, E. G., Prestressed Concrete: A Fundamental Approach, Third Edition, Prentice Hall, Upper Saddle River, NJ, 2000.

10. Rahman, A. M., and Restrepo, J. I., “Earthquake Resistant Precast Concrete Buildings: Seismic Performance of Cantilever Walls Prestressed Using Unbonded Tendons,” Civil Engineering Research  Report No. 2000-5, University of Canterbury, Christchurch, New Zealand, August 2000.

11. Holden, T. J., “A Comparison of the Seismic Performance of Precast Wall Construction: Emulation and Hybrid Approaches,” Civil Engineering Research Report No. 2001-4, University of   Canterbury, Christchurch, New Zealand, April 2001.

12. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACT 318-99),” American Concrete Institute, Farmington Hills, MI, 1999.