Kolbjørn Saether

Kolbjørn Saether
Born (1925-07-16)16 July 1925
Trondheim, Norway
Died May 3, 2007(2007-05-03) (aged 81)
Chicago, Illinois
Nationality Norwegian
Education Eidgenössische Technische Hochschule Zürich

Engineering career

Institution memberships American Society of Civil Engineers

Kolbjørn Saether P.E., M.ASCE (born July 16, 1925 in Trondheim, Norway - died 3 May 2007 in Chicago, IL) was an accomplished structural engineer in the City of Chicago for 47 years. Saether dedicated his life to engineering and was known as a leader in his field. He was a past director of the Structural Engineers Association of Illinois and was the organization's president from 1980 to 1981.[1] During his career he developed innovative engineering solutions for skyrise building construction that are now part of the Chicago skyline, published theoretical insights to enhance the state of the art in structural engineering, and patented novel techniques to advance the art of building construction.

Projects

Office and apartment building, 30 East Huron Street, Chicago, IL (1983)

1983 PTI Award of Excellence

"A unique design resulting in a very slender structure in which the lightness of post-tensioned slabs were blended with an innovative method for reducing lower story moments through the use of outrigger supports."

Huron Plaza is 56-story high-rise with an adjacent 10-story garage located north of downtown Chicago. The structural system is a post-tensioned cast-in-place concrete frame that forms the exterior of the building with exposed architectural concrete columns and spandrel beams.

Type of Project The typical floor is 70' X 130' yielding 9,100 square feet for a total of 510,000 square feet for the tower. The garage is 80' X 180' or 14,400 square feet for a total of 144,000 square feet.

Special Design Features The design program asked for 8 office floors with a column-free area around a compact center core below 48 apartment floors. Due to the narrow tower, it was necessary to provide three lines of "couple" shear walls to maintain acceptable stiffness. The shear walls, however, could not be permitted within the 8 commercial floors at the lower level of the tower where only the shaft could be accommodated. By modifying the "coupled-shear wall" design, it was possible to determine the effect of the "outriggers," resulting in a moment diagram for the shear wall, center core. These moments were readily handled by the shear wall system. The slabs were designed as a combination of oneway-banded design post-tensioned slabs. The architectural layout did not lend itself to a straight and disciplined column layout. This, however, was easily overcome by deflecting the banded-tendon runs in the traverse direction laterally to correspond to the column layout. The longitudinal tendons were generally uniformly spaced except where they had to be deflected laterally around slab openings and mechanical obstructions.

Advantages of Post-Tensioned Concrete

Whereas the selection of post-tensioning was a natural choice for the 10-story parking garage, the decision to use post-tensioned design for the tower was based upon a number of circumstances. The need for a column-free floor plan for the 8 commercial floors at the lower level of the tower, plus the need to place concrete shear walls on the dividing lines between the apartments, pushed the layout toward long-span designs with the typical spans in the order of 27'6". With weigh at a premium, only with post-tensioned design was it possible to achieve these spans with a 7" thick slab.

In order to allow casting of two floors each week, three days per floor, a slight upgrading of the concrete design strength was necessary, from fc'=4000 psi to 4600 psi. On the other hand, with improved concrete strength, and relatively low shear stresses, it was possible to show that the post-tensioning greatly reduced the need for shoring and re-shoring, which allowed the finishing work to closely follow the casting of the concrete frame.

The more subtle advantage of post-tensioned construction is the resulting flatness of the slabs, making it easier for the finishing trades to install drywalls, shower bases, bathtubs and tiles, kitchen cabinets, and to align trims and moldings. Also, the crack-free exterior spandrel system is to a great extent to be credited to the compression introduced by the pre-stressing tendons.

400 East Ohio Street, Chicago, IL (1982) 400 East Ohio Street is a 50-story apartment building containing 85 flights of Saether Staircast stairs.

East Ohio was the first building to utilize Saether's invention of the Staircast System.


123 SW Jefferson Avenue, Peoria, IL (1984) Twin Towers in Peoria, Illinois is a 28-story condominium and office complex, which used 120 flights of Saether Staircast stairs.

Twin Towers is truly a unique complex for Peoria. Rising high above the city, the twin 28-story residential condominium towers afford owners luxurious living space and unexcelled convenience in a totally safe, secure environment.[2]

3660 North Lake Shore Drive, Chicago, IL (1986) The 48-story New York Private Residences is located in Chicago's Lakeview area.

The New York is the world's tallest masonry building.[3]

Patents

Kolbjørn Saether generated numerous patents to provide cost saving solutions to various aspects of high-rise building construction. A sample of some of his more influential innovations are listed below.

The Saether Staircast System is a uniquely designed system for erecting precast stairs in high-rise construction.

A launching truss consisting of individual, adjustable rigid steel frames interconnected to the precast stair flights, holds the stairs above the floor being constructed.

As the adjustable shores leapfrog upward, their load-bearing capacity is replaced as needed by standard shores, while the newly placed stair-run is supported at the top of the truss.

The stairs are adjustable to within 1/16 inch by manually activating screw-jacks at the top of the launching truss.[4]

As shown, double Sky-Forks with seven-ton capacity are suspended in perfect equilibrium from a single crane hook.

The sky-fork material handling system provides the contractor with a tool for projects where the building frame is cantilevered out at various levels.

The system is an ideal tool for re-habbing existing buildings where material must be loaded laterally into an existing building frame.[5][6]

The multi-leveling component system (MLCS), an upgraded lift-slab method that uniquely allows all slabs of a building to be raised in one smooth operation.

Conventional lift-slab systems consist of flat-plate floors reinforced with either post-tensioned steel or mild steel reinforcing bars.

Floors are cast at ground level one on top of the other, then raised a few at a time.

Each is secured to the columns of the structure at their respective levels.

The MLCS method departs from this by raising the entire stack of concrete floor slabs in one smooth operation.

When existing warehouses and shops no longer have adequate headroom, the Saether approach of lifting the roof offers a simple solution at a fraction of the cost of new construction. The lifting is done in large units. All mechanical and electrical equipment hung from or supported on the roof is included in the lift. Where vertical runs are involved, they are cut and later rejoined. Swivel joints may be provided where continuous service is required.

Publications and Reports

Kolbjørn Saether produced a number of refereed technical journal publications together with numerous reports on specific projects he worked on. Some of the most pertinent publications and reports are presented which show his wide range of technical interests and his insights into specific theoretical issues arising in the structural engineering of high-rise structures.

Saether, K., "The Structural Membrane", J. American Concrete Institute, 32(7), pp. 827–850, 1961.[7]

Saether, K. "Thin Shells for Free-Form Plans", Progressive Architecture, 1963.

Saether, K., "Direct Design of Prestressed Concrete Members", ACI, 60, pp. 239–260, 1963.[8]

Saether, K., Beck, C.F. and Sandberg, H.R., "Reliability of Computer-Aided Design", J. Tech. Councils ASCE, 105, pp. 371–384, 1979.[9]

Saether, K., "Precast Stairs Speed Concrete Building Construction", 1984,[10]

Saether, K., "Prestressed Concrete in High-Rise Construction", ACI, 97, pp. 159–198, 1987.[11]

Saether, K., "Flat Plates with Regular and Irregular Column Layouts. I Analysis & II Numerical Evaluations", J. struct. Engrg. 120(5), pp. 1563–1598, 1994.[12]

Saether, K., "Structural membrane shells", International Association for Shells and Special Structures. International Symposium, Milan, Italy, 1995.

Saether, K., "Concern over computer-aided engineering", SEAOI Bulletin, March 2001[13]

Saether, K., "Lift slab made practical", 1971[14]

Saether, K., "A Novel Method for Terra Cotta Repair"[15]

Saether, K,. "Structural Membrane Approach for the Design of Shells" [16]

Saether, K., "Column Supported, Irregular Flat Plates with Surface Oriented Moment Distribution"[17]

Saether, K. and Saether, E., "A Nonlinear Analysis of Reinforced Concrete Slabs Accounting for Both Inelastic Fracture and Plastic Yielding" [18]

Memberships

American Society of Civil Engineers (ASCE)
The Illinois Section of ASCE
The Illinois Society of Professional Engineers
The Structural Engineers Association of Illinois
The American Concrete Institute
The Post Tensioning Institute
The Norwegian Society of Civil Engineers
University of Illinois adjunct lecturer

Awards

Kolbjørn Saether was widely regarded in the Chicago building community as a major contributor to the engineering of important projects in the Chicago area. Of the many accolades he received from the City and his peers, a sampling of some of his most important awards includes the following citations:

References

  1. ↑ http://www.pci.org/view_file.cfm?file=JL-07-JULY-AUGUST-31.pdf
  2. ↑ Twin Towers http://www.chicagoarchitecture.info/Building/3753/The-Twin-Towers.php
  3. ↑ The New York http://www.chicagoarchitecture.info/Building/3136/The-New-York.php
  4. ↑ Saether, K., "Precast Stairs Speed Concrete Building Construction," PUBLICATION #C840970, Copyright © 1984, The Aberdeen Group http://www.concreteconstruction.net/Images/Precast%20Stairs%20Speed%20Concrete%20Building%20Construction_tcm45-341098.pdf
  5. ↑ Jun 21, 1971 - United States Patent 1191. Saether. [11] 3,762,755. 1451 Oct. 2, 1973. 154 HOISTING ACCESSORY. Kolbjorn Saether, 221 N. LaSalle, www.google.de/patents/.../3762755_HOISTING_ACCESSORY.pdf. Retrieved July 27, 2013
  6. ↑ Giangrasse Kates, Joan (May 21, 2007). "http://articles.chicagotribune.com/2007-05-21/news/0705200370_1_innovative-engineer-professional-engineers-civil-engineers. Retrieved July 21, 2013.
  7. ↑ The Structural Membrane http://www.concrete.org/PUBS/JOURNALS/OLJDetails.asp?Home=JP&ID=8049
  8. ↑ Direct Design of Prestressed Concrete Members http://www.concreteconstruction.net/images/Precast%20Stairs%20Speed%20Concrete%20Building%20Construction_tcm45-341098.pdf
  9. ↑ Reliability of Computer-Aided Design http://cedb.asce.org/cgi/WWWdisplay.cgi?9194
  10. ↑ Precast Stairs Speed Concrete Building Construction http://www.gobookee.net/precast-concrete-stairs/
  11. ↑ Prestressed Concrete in High-Rise Construction http://www.concrete.org/PUBS/JOURNALS/OLJDetails.asp?Home=JP&ID=7854
  12. ↑ Flat Plates with Regular and Irregular Column Layouts. I Analysis & II Numerical Evaluations http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9445%281994%29120%3A5%281563%29?journalCode=jsendh
  13. ↑ Concern over computer-aided engineering http://www.concrete.org/PUBS/JOURNALS/OLJDetails.asp?Home=JP&ID=6900
  14. ↑ Lift slab made practical http://www.scribd.com/doc/127284304/Lift-Slab-Made-Practical-tcm45-345298
  15. ↑ Terra cotta repair method http://commons.wikimedia.org/wiki/File:Terra-cotta-repair.pdf
  16. ↑ Structural Membrane Approach for the Design of Shells http://commons.wikimedia.org/wiki/File:SMA-Shells.pdf
  17. ↑ SMA Report 2007 http://commons.wikimedia.org/wiki/File:Sma-report-2007.pdf
  18. ↑ A Nonlinear Analysis of Reinforced Concrete Slabs http://commons.wikimedia.org/wiki/File:Deflection-calculation.pdf
  19. ↑ Flat Plates with Regular and Irregular Column Layouts. I Analysis & II Numerical Evaluations
  20. ↑ ASCE Newsletter, Vol. 32 No. 7, May 1991 "Kolbjørn Honored by Structural Division"
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