Empirical hysteretic energy with strength, strength and drift, and SCWB designs using steel moment-resisting frames

Structural Design of Tall Buildings

Volumn 10, Issue 2, 2001, Pages 93-106

  Choi, Byong Jeong ^a   Shen, Jay ^b  

^a Kyonggi University   (South Korea)

^b Illinois Institute of Technology   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); PLASTICITY; STEEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

DRIFT; HYSTERETIC ENERGY; STEEL MOMENT RESISTING FRAMES;

STRUCTURAL FRAMES;

EID: 0035369422     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/tal.167     Document Type: Article

References (13)

1. Performance based seismic design of steel moment resisting frames using energy approach
2. A seismic design procedure including energy concept
3. Earthquake load for structural reliability
4. Seismic-energy dissipation in MDOF structures
5. SPCEQ/UQ-digital calculation of response spectra from strong motion earthquake records
6. DRAIN-2DX base program user guide
7. Seismic behaviour of moment-resisting steel frames: Experimental study
8. Evaluation of seismic energy in structures
9. On the hysteretic to input energy ratio
10. Earthquake energy absorption in SDOF structures