Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Earthquake Resistant Engineering》 2004-01
Add to Favorite Get Latest Update

The Spatial Integral Analysis of Seismic Action for Frame Structure of Tall Buildings

Tong Shenjia et al.  
The spatial integral analysis for a frame structure is carried out by considering the out-of-plane bending deformation and in-plane shear deformation of the floor. The forces in the member and lateral deformation under earthquake action from different directions are calculated.
【CateGory Index】: TU973.2
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved