A unified earthquake-resistant design method for steel frames using arma models

1991 ◽  
Vol 20 (5) ◽  
pp. 483-501 ◽  
Author(s):  
Izuru Takewaki ◽  
Joel P. Conte ◽  
Stephen A. Mahin ◽  
Karl S. Pister
Keyword(s):  
Design Method ◽  
Steel Frames ◽  
Arma Models ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant

Earthquake-resistant design of steel frames with intentionally eccentric braces

2021 ◽  
Vol 178 ◽  
pp. 106483
Author(s):  
Andrés González Ureña ◽  
Robert Tremblay ◽  
Colin A. Rogers
Keyword(s):  
Steel Frames ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant

Damage-Limiting Aseismic Design of Buildings

1987 ◽  
Vol 3 (1) ◽  
pp. 1-26 ◽  
Author(s):  
Y. J. Park ◽  
A. H-S. Ang ◽  
Y. K. Wen
Keyword(s):  
Structural Damage ◽  
Design Method ◽  
Damage Model ◽  
Hysteretic Energy ◽  
Maximum Deformation ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant ◽  
Degree Of Damage ◽  
Potential Damage ◽  
Tolerable Level

A procedure for earthquake-resistant design is developed to limit the potential damage of buildings to a tolerable level. The procedure is based on the damage model developed earlier (Park and Ang, 1984) in which structural damage is expressed as a function of the maximum deformation and dissipated hysteretic energy. The tolerable degree of damage is defined on the basis of calibration with observed damages from past major earthquakes. The design method is examined in the context of reliability.

scholarly journals A STUDY ON EARTHQUAKE RESISTANT DESIGN METHOD OF AN OPEN TYPE WHARF WITH PNEUMATIC CAISSONS

2013 ◽  
Vol 69 (2) ◽  
pp. I_155-I_160
Author(s):  
Masahiko OISHI ◽  
Takashi NAGAO ◽  
Masatoshi OUCHI ◽  
Yuske SATO ◽  
Osamu KIYOMIYA
Keyword(s):  
Design Method ◽  
Open Type ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant
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