A comparison of the present SEAOC/UBC torsional provisions with the old ones
Engineering Structures, Vol. 19, No. 8, pp. 655-664, 1997
© 1997 Elsevier Science Ltd
All rights reserved. Printed in Great Britain
0141-0296/97 $17.00 + 0.00
Keywords: earthquake resistant design, seismic codes, asymmetric
structures, nonlinear response
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************
Edit reason: Dead link removed. (G)