Effect of column stiffness on braced frame seismic behavior

Journal of Structural Engineering

Volumn 130, Issue 3, 2004, Pages 381-391

  MacRae, Gregory A ^a   Kimura, Yoshihiro ^b   Roeder, Charles ^a  

^a UNIVERSITY OF WASHINGTON   (United States)

^b TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Bracing; Columns; Earthquake engineering; Framed structures; Seismic design; Seismic stability

Indexed keywords

BRACING; EARTHQUAKE ENGINEERING; FRAMED STRUCTURES; SEISMIC DESIGN; SEISMIC STABILITY;

BENDING MOMENTS; BENDING STRENGTH; COLUMNS (STRUCTURAL); DEFORMATION; EARTHQUAKE EFFECTS; GRAVITATIONAL EFFECTS; SEISMOLOGY; STEEL STRUCTURES; STIFFNESS; STRUCTURAL DESIGN; TRUSSES;

STRUCTURAL FRAMES;

EID: 13944280208     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:3(381)     Document Type: Article

References (14)

1. Akiyama, H., and Ohi, K. (1981). "Damage concentration of shear-type multi-story buildings with composite-type of restoring force characteristics." Trans. Arch. Inst. Jpn., 303, 31-39 (in Japanese).
2. American Institute of Steel Construction (AISC). (1997). AISC-LRFD manual of steel construction, American Institute of Steel Construction, Chicago.
3. Clark, P. W., Aiken, I. D., Kasai, K., and Kimura, I. (2000). "Large-scale testing of steel unbonded braces for energy dissipation." Advanced Technology in Structural Engineering: Proc., 2000 Structures Congress, ASCE, Reston, Va.
4. International Code Council, Inc. (ICCI). (2000). "International building code." International Code Council, Inc., Whittier, Calif.
5. Jain, A. K., Goel, S. C., and Hanson, R. D. (1978). "Hysteresis behavior of bracing members and seismic response of braced frames with different proportions." UMEE 78R3, Dept. of Civil Engineering, Univ. of Michigan, Ann Arbor, Mich.
6. Kimura, Y., MacRae, G., and Roeder, C. (2002). "Column stiffness effects on braced frame seismic behavior." Proc., 7th Nat. Conf. on Earthquake Engineering, Boston.
7. Krawinkler, H., and Gupta, A. (1998). "Story drift demands for steel moment-resisting frame structures." Proc., 6th U.S. Nat. Conf. on Earthquake Engineering, Seattle, Wash., May 31-June 4.
8. MacRae, G. A., Carr, A. J., and Walpole, W. R. (1990). "The seismic response of steel frames." Research Rep. No. 90-6, Dept. of Civil Engineering, Univ. of Canterbury, New Zealand.
9. Paulay, T. (1978). "A consideration of P-Δ effects in ductile reinforced concrete frames." Bull. New Zealand Nat. Society for Earthquake Engineering, 111(3), 151-160.
10. Pekcan, G., Mander, J. B., and Chen, S. C. (1997). "Design and retrofit methodology for building structures with supplemental energy dissipating systems." Rep. No. MCEER-99-0021, State Univ. of New York, Buffalo, N.Y.
11. Prakash, V., Powell, G. H., and Campbell, S. (1993). "DRAIN-2DX base program description and user guide version 1.10." Dept. of Civil Engineering, Univ. of California, Berkeley, Rep. No. UCB/SEMM-93/17&18.
12. Somerville, P., Smith, N., Punyamurthula, S., and Sun, J. (1997). "Development of ground motion time histories for phase 2 of the FEMA/SAC steel project." Rep. No. SAC/BD-97/04, SAC Joint Venture, October 15.
13. Uetani, K., and Tagawa, H. (1998). "Criteria for suppression of deformation concentration of building frames under severe earthquakes." Eng. Struct., 20(4-6), 372-383.
14. Young, W. C., and Budynas, R. G. (2001). Roark's Formulas for Stress and Strain, 7th Ed., McGraw-Hill, New York.