Cite
Enhanced reduced model for elastic earthquake response analysis of a class of mono-symmetric shear building structures with constant eccentricity
MLA
00243121, et al. Enhanced Reduced Model for Elastic Earthquake Response Analysis of a Class of Mono-Symmetric Shear Building Structures with Constant Eccentricity. 2011. EBSCOhost, widgets.ebscohost.com/prod/customlink/proxify/proxify.php?count=1&encode=0&proxy=&find_1=&replace_1=&target=https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&scope=site&db=edsoai&AN=edsoai.ocn957903092&authtype=sso&custid=ns315887.
APA
00243121, 20155055, Adachi, F., Yoshitomi, S., Tsuji, M., & Takewaki, I. (2011). Enhanced reduced model for elastic earthquake response analysis of a class of mono-symmetric shear building structures with constant eccentricity.
Chicago
00243121, 20155055, Fuyuki Adachi, Shinta Yoshitomi, Masaaki Tsuji, and Izuru Takewaki. 2011. “Enhanced Reduced Model for Elastic Earthquake Response Analysis of a Class of Mono-Symmetric Shear Building Structures with Constant Eccentricity.” http://widgets.ebscohost.com/prod/customlink/proxify/proxify.php?count=1&encode=0&proxy=&find_1=&replace_1=&target=https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&scope=site&db=edsoai&AN=edsoai.ocn957903092&authtype=sso&custid=ns315887.