Performance-based plastic design of earthquake resistant tall building frames

2013 ◽  
pp. 277-278
Keyword(s):  
Tall Building ◽  
Plastic Design ◽  
Building Frames ◽  
Earthquake Resistant

Forced vibration and natural frequencies of tall building frames

1959 ◽  
Vol 49 (1) ◽  
pp. 33-47
Author(s):  
John E. Goldberg ◽  
John L. Bogdanoff ◽  
Za Lee Moh
Keyword(s):  
Forced Vibration ◽  
Natural Frequencies ◽  
Normal Modes ◽  
Tall Building ◽  
Trial And Error ◽  
Error Response ◽  
Building Frames ◽  
Building Frame ◽  
Harmonic Motion ◽  
Desk Computer

Abstract A procedure is presented for determining the response of a tall building frame to a harmonic motion of the ground. The procedure takes account of the elastic effects of the horizontal beams and requires the use only of a desk computer. Normal modes and natural frequencies can be determined to any desired degree of accuracy by trial and error. Response to any arbitrary motion of the ground can be determined in terms of the responses of the normal modes or, alternatively, by superposing the responses of the complete frame to each harmonic of the motion.

Performance-based plastic design (PBPD) method for earthquake-resistant structures: an overview

2009 ◽  
Vol 19 (1-2) ◽  
pp. 115-137 ◽  
Author(s):  
Subhash C. Goel ◽  
Wen-Cheng Liao ◽  
M. Reza Bayat ◽  
Shih-Ho Chao
Keyword(s):  
Plastic Design ◽  
Earthquake Resistant ◽  
Earthquake Resistant Structures
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