Seismic behavior of older steel structures

Journal of Structural Engineering

Volumn 122, Issue 4, 1996, Pages 365-373

  Roeder, Charles W ^a,g   Knechtel, Brett ^a,b   Thomas, Eric ^a,c,g   Vaneaton, Anne ^a,c,g   Leon, Roberto T ^d,e,g   Preece, F Robert ^f,g  

^a UNIVERSITY OF WASHINGTON   (United States)

^b ABKJ   (United States)

^c KPFF   (United States)

^d University of Minnesota   (United States)

^e Georgia Institute of Technology   (United States)

^f Preece Goudie and Assoc   (United States)

^g Preece Goudie and Assoc ^*

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; DEFORMATION; DUCTILITY; EARTHQUAKE RESISTANCE; ENERGY DISSIPATION; HYSTERESIS; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; STEEL; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

CLIP ANGLE CONNECTIONS; CONCRETE ENCASEMENT; MOMENT RESISTANCE; RIVETED STEEL CONNECTIONS; SEISMIC BEHAVIOR; SUBASSEMBLAGES; T-STUB CONNECTIONS;

STEEL STRUCTURES;

SEISMIC RESPONSE;

EID: 0030112414     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:4(365)     Document Type: Article

References (11)

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2. Batho, C., and Lash, S. D. (1936). "Further investigations on beam and stanchions connections, including connections encased in concrete; together with laboratory investigations on a full-scale frame." Final Rep. of the Steel Struct. Res. Com., Dept. of Sci. and Industrial Res., His Majesty's Stationery Ofc., 276-363.
3. Batho, C., and Rowan, H. C. (1934). "Investigations on beam and stanchions connections." Second Rep. of the Steel Struct. Res. Com., Dept. of Sci. and Ind. Res., His Majesty's Stationery Ofc., 61-137.
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6. Krawinkler, H. (1992). Guidelines for cyclic seismic testing of components of steel structures. ATC-24, Appl. Technol. Council, Redwood City, Calif., 1992.
7. Roeder, C. W., Leon, R. T., and Preece, F. R. (1994). "Strength, stiffness and ductility of older steel frames under seismic loading." SGEM Rep. 94-4, Dept. of Civ. Engrg., Univ. of Washington, Seattle, Wash.
8. SAC, Proc., Invitational Workshop on Steel Seismic Issues. (1994). Los Angeles, Calif.
9. Thomas, E. D. (1992). "The effect of concrete encasement on the strength, stiffness, and ductility of steel seated-beam connections," Master's thesis, Univ. of Washington, Seattle, Wash.
10. Vaneaton, A. K. (1994). "Development of a beam element with semirigid connections for use in DRAIN-2D," Master's thesis, Univ. of Washington, Seattle, Wash.
11. Wakabayashi, M. (1956). "Experimental studies on composite structure." Rep. of the Inst. of Ind. Sci., 6(2) Ser. No. 45, Univ. of Tokyo (in Japanese).