The effects of torsional ground motion on thin cylindric shell structures

1995 ◽  
Vol 8 (2) ◽  
pp. 265-270 ◽  
Author(s):  
Jun-Jie Wang
1975 ◽  
Vol 2 (4) ◽  
pp. 430-436 ◽  
Author(s):  
N. D. Nathan ◽  
J. R. MacKenzie

Following the ideas of Newmark, a complete record of torsional ground motion is generated from the two translational components of an earthquake record. The approximate spectra developed by Newmark are generally confirmed. The assumptions and the limits of validity are discussed. Code provisions for this phenomenon are commented upon.


Author(s):  
D. G. Elms

This paper gives the background to the seismic torsional provisions of the New Zealand Loadings Code. These provisions attempt to deal with three effects: accidental eccentricity, torsional ground motion, and coupling between torsional and translational modes. The first two effects lead to an effective eccentricity of one-tenth of the width of a building, while the third leads to a parabolic function of the calculated eccentricity: this was obtained by applying existing results for torsional amplification to a number of typical building structures.


2005 ◽  
Vol 9 (4) ◽  
pp. 463-472 ◽  
Author(s):  
Nasser Laouami ◽  
Pierre Labbé ◽  
Ramdane Bahar

1991 ◽  
Vol 57 (11) ◽  
pp. 2060-2065
Author(s):  
Eiichi FURUKAWA ◽  
Yoichi MURANAKA ◽  
Yu TAKENOUCHI ◽  
Takuji MORIYA ◽  
Toshiyuki ANDOH

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