Damage-controlled structures. I: Preliminary design methodology for seismically active regions

Journal of Structural Engineering

Volumn 123, Issue 4, 1997, Pages 423-430

  Connor, J J ^a,d   Wada, A ^b,d   Iwata, M ^c   Huang, Y H ^b  

^a Massachusetts Institute of Technology   (United States)

^b TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^c NIPPON STEEL CORPORATION   (Japan)

^d ASCE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; COMPUTER SIMULATION; DAMPING; DEFORMATION; DYNAMIC RESPONSE; EARTHQUAKES; ENERGY ABSORPTION; ENERGY DISSIPATION; SEISMIC WAVES; STIFFNESS; STRUCTURAL LOADS;

DAMAGE CONTROLLED STRUCTURES; ELASTIC STIFFNESS DISTRIBUTION; ENERGY TRANSFORMATION DEVICES; PRINCIPAL LOAD CARRYING MECHANISM; SEISMIC LOADING; SERVICE LOADS; STRUCTURAL SYSTEMS;

STRUCTURAL DESIGN;

DAMAGE-CONTROLLED STRUCTURE; DAMPING; ELASTIC STIFFNESS; SEISMIC DESIGN; STIFFNESS; STRUCTURAL RESPONSE;

EID: 0031126933     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1997)123:4(423)     Document Type: Article

References (11)

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5. Huang, Y. H. (1994). "Damage controlled seismic design for tall steel buildings," PhD thesis, Tokyo Inst. of Technol., Tokyo, Japan.
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9. Tajimi, H. (1965). Introduction to structural dynamics. Corona Publishing Co., Ltd., Tokyo, Japan.
10. Wada, A., and Huang, Y. H. (1993). "Study on the optimum stiffness distribution for high-rise buildings." Proc., 17th Symp. of Earthquake Engrg. and Appl. Earth Sci., Tokyo Inst. of Technol., Yokohama, Japan, 11-12.
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