Static structures (e.g. – buildings) – Means compensating earth-transmitted force
Reexamination Certificate
2005-08-11
2011-12-27
Katcheves, Basil (Department: 3635)
Static structures (e.g., buildings)
Means compensating earth-transmitted force
C052S395000, C052S167700
Reexamination Certificate
active
08082703
ABSTRACT:
A force resisting device for transmitting forces and dissipating and absorbing energy in a shear wall or shear wall segment includes at least one active element, the active element having a force versus deflection property under at least one cyclic load such that the shear wall has at least one building code compliant parameter. The building code compliant parameter includes an equivalent response coefficient, R, a system overstrength coefficient, W, and a deflection amplification factor, C. Exemplary embodiments of prefabricated shear walls or shear wall segments include the disclosed force resisting device. Exemplary embodiments of buildings include the disclosed prefabricated shear wall or shear wall segment with the disclosed force resisting device.
REFERENCES:
patent: 1895667 (1933-01-01), Junkers
patent: 2146333 (1939-02-01), Deming
patent: 2263214 (1941-11-01), Larkin
patent: 2576530 (1951-11-01), Medal
patent: 2742114 (1956-04-01), Behlen
patent: 3360892 (1968-01-01), Rosso
patent: 3568388 (1971-03-01), Flachbarth
patent: 3633327 (1972-01-01), Klingensmith
patent: 3657849 (1972-04-01), Garton
patent: 3820295 (1974-06-01), Folley
patent: 3963099 (1976-06-01), Skinner et al.
patent: 4037379 (1977-07-01), Ozanne
patent: 4094111 (1978-06-01), Creegan
patent: 4309853 (1982-01-01), Lowe
patent: 4546590 (1985-10-01), Finch
patent: 5070661 (1991-12-01), Lo Guidici
patent: 5079894 (1992-01-01), Lau
patent: 5177915 (1993-01-01), Kobori et al.
patent: 5390466 (1995-02-01), Johnson
patent: 5553437 (1996-09-01), Navon
patent: 5581969 (1996-12-01), Kelleher
patent: 5595040 (1997-01-01), Chen
patent: 5605024 (1997-02-01), Sucato et al.
patent: 5619837 (1997-04-01), DiSanto
patent: 5628156 (1997-05-01), Tarics
patent: 5660017 (1997-08-01), Hougton
patent: 5664388 (1997-09-01), Chapman
patent: 5680738 (1997-10-01), Allen et al.
patent: 5706614 (1998-01-01), Wiley
patent: 5706626 (1998-01-01), Mueller
patent: 5729950 (1998-03-01), Hardy
patent: 5862639 (1999-01-01), Abou-Rached
patent: 5870870 (1999-02-01), Utzman
patent: 5904025 (1999-05-01), Bass et al.
patent: 5927019 (1999-07-01), Ichida
patent: 5974760 (1999-11-01), Tingley
patent: 6006487 (1999-12-01), Leek
patent: 6067769 (2000-05-01), Hardy
patent: 6112799 (2000-09-01), Mullet et al.
patent: 6148583 (2000-11-01), Hardy
patent: 6170202 (2001-01-01), Davoodi et al.
patent: 6205725 (2001-03-01), Butler
patent: 6212849 (2001-04-01), Pellock
patent: 6233884 (2001-05-01), Tipping et al.
patent: 6237303 (2001-05-01), Allen et al.
patent: 6260323 (2001-07-01), Hockey
patent: 6293063 (2001-09-01), Van Doren
patent: 6298612 (2001-10-01), Adams
patent: 6298617 (2001-10-01), De Quesada
patent: 6308469 (2001-10-01), Leung
patent: 6327825 (2001-12-01), Sanders et al.
patent: 6385942 (2002-05-01), Grossman
patent: 6389767 (2002-05-01), Lucey et al.
patent: 6412237 (2002-07-01), Sahai
patent: 6438905 (2002-08-01), Constantinou
patent: 6481175 (2002-11-01), Potter et al.
patent: 6484460 (2002-11-01), VanHaitsma
patent: 6560940 (2003-05-01), Mueller
patent: 6755003 (2004-06-01), McGrath et al.
patent: 6761001 (2004-07-01), Mueller
patent: 7251920 (2007-08-01), Timmerman
patent: 2001/0002529 (2001-06-01), Commins et al.
patent: 2002/0162284 (2002-11-01), Karalic
patent: 2002/0162285 (2002-11-01), Sahai
patent: 2003/0150173 (2003-08-01), Hulls et al.
patent: 2004/0154258 (2004-08-01), Hulls et al.
patent: 2 315 288 (1996-07-01), None
P. R. Smith, “DESC 1004 Building Principles”, University of Sydney, 8 pages, Semester 2, 2000.
G. Davis, “Steel moment-frame buildings, Part 2: The engineer's options”,Structural Engineer, Jun. 2001, pp. 28-35.
D. Utterback, “Common Engineering Problems in Frame Construction”, http://www.taunton,com/pages/h00011.asp, The Taunton Press, 6 pages, Apr. 3, 2002.
Simpson Strong-Tie Co., Inc., “Wood Construction Connectors”, Catalog C-2002 (front cover and p. 31).
“Details, Dimensions and How to Do It!”, The Smart Shear Wall Solution™, Installation Manual, Simplified Structural Systems™, Copyright 2000.
A. Astaneh-Asl, “Seismic Behavior and Design of Steel Sheer Walls,” Steel TIPS, Structural Steel Educational Council Technical Information & Product Services (Jan. 2001).
A. Astaneh-Asl, “Seismic Behavior and Design of Steel Shear Walls,” SEAONC Seminar, Paper Distributed and Presented at the 2001 SEAONC Seminar, Structural Engineers Association of Northern California (Nov. 2001).
A. Astaneh-Asl, “Steel Plate Shear Walls,” U.S.—Japan Workshop on Seismc Fracture Issues in Steel Structures (Feb. 2000).
L. Louca and J. Friis, “Modelling Failure of Welded Connections to Corrugated Panel Structures Under Blast Loading,” Imperial College of Science, Technology and Medicine, Deparent of Civil and Environmental Engineering, South Kensington, London, United Kingdom, Offshore Technology Report 2000/088 (2001).
Y. Mo and S. Perng, “Behavior of Framed Shearwalls Made of Corrugated Steel Under Lateral Load Reversals,” Advances in Structural Engineering, vol. 3 No. 3 (2000).
C. Miller, “Light Gage Steel Infill Panels in Multistory Steel Frames,” Engineering Journal, American Institute of Steel Construction (1974).
Y. Takahashi, T. Takeda, Y. Takemoto and M. Takagi, Experimental Study on Thin Steel Shear Walls and Particular Steel Bracings Under Alternative Horizontal Load, Structural Engineering Laboratory, Technical Research Institute, Ohbayashi-Gumi Ltd., Tokyo, Japan, published in the International Association for Bridge and Structural Engineering Symposium: Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads (1973).
Butler Manufacturing Company, A Century of Excellence, Building Profit: vol. 21, No. 1 (Spring 2001).
Y. Kawai, R. Kanno, N. Uno and Y. Sakumoto, “Seismic Resistance and Design of Steel-Framed Houses,” Nippon Steel Technical Report No. 79 (Jan. 1999).
M. Elgaaly, “Thin Steel Plate Shear Walls Behavior and Analysis,” 32 Thin-Walled Structures 151-180 (1998).
V. Caccese, M. Elgaaly and R. Chen, “Experimental Study of Thin Steel-Plate Shear Walls Under Cyclic Load,” 119 Journal of Structural Engineering 573-87, ASCE (Feb. 1993).
M. Elgaaly and Y. Liu, “Analysis of Thin-Steel-Plate Shear Walls,” 123 Journal of Structural Engineering, 1487-96 (Nov. 1997).
M. Elgaaly, V. Caccese and C. Du, “Postbuckling Behavior of Steel-Plate Shear Walls Under Cyclic Loads,” 119 Journal of Structural Engineering, 588-605 (Feb. 1993).
M. Elgaaly and V. Caccese, “Steel Plate Shear Walls,” Proceedings of the 1990 National Steel Construction Conference, American Institute of Steel Construction (AISC) (1990).
P. Timler, “Design Evolution and State-of-the-Art Development of Steel Plate Shear Wall Construction in North America,” Structural Engineers Association of California, (SEAOC Proceedings, Proceedings of the 69th Annual Convention (Aug. 2000).
G. Kulak, D. Kennedy, R. Driver and M. Medhekar, “Steel Plate Shear Walls—An Overview,” Engineering Journal 50-62 (First Quarter 2001).
R. Driver, G. Kulak, A. Elwi, D. Kennedy, “FE and Simplified Models of Steel Plate Shear Wall,” 124 Journal of Structural Engineering 121-30 (Feb. 1998).
R. Driver, G. Kulak, D. Kennedy and A. Elwi, “Cyclic Test of Four-Story Steel Plate Shear Wall,” 124 Journal of Structural Engineering 112-20 (Feb. 1998).
M. Elgaaly and A. Seshadri, “Steel Built-Up Girders with Trapezodially Corrugated Webs,” Engineering Journal 1-11 (First Quarter 1998).
T. Yamaguchi, Y. Nakata, T. Takeuschi, T. Ikebe, T. Nagao, A. Minami, T. Suzuki, “Seismic Control Devices Using Low-Yield-Pomt Steel,” Nippon Technical Report No. 77, 78 (Jul. 1998).
W. Chen,Handbook of Structural Engineering, CRC Press (1997).
H. Akiyama,Earthquake-Resistant Limit-State Design for Buildings, University of Tokyo Press (1985).
G. Han
Davis Rory R.
Hulls John
Drinker Biddle & Rath LLP
Ei-Land Corporation
Katcheves Basil
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