A platform for research: civil engineering, architecture and urbanism
Seismic Design of High-Rise Concrete Walls: Reverse Shear due to Diaphragms below Flexural Hinge
Seismic Design of High-Rise Concrete Walls: Reverse Shear due to Diaphragms below Flexural Hinge
Seismic Design of High-Rise Concrete Walls: Reverse Shear due to Diaphragms below Flexural Hinge
Rad, B.R. (author) / Adebar, P. (author)
JOURNAL OF STRUCTURAL ENGINEERING -NEW YORK- ; 135 ; 916-924
2009-01-01
9 pages
Article (Journal)
English
DDC:
624.1
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Seismic Design of High-Rise Concrete Walls: Reverse Shear due to Diaphragms below Flexural Hinge
Online Contents | 2009
|Plastic Hinge Lengths in High-Rise Concrete Shear Walls.
Online Contents | 2012
|Plastic Hinge Lengths in High-Rise Concrete Shear Walls
Online Contents | 2011
|Roof Diaphragms and Low-Rise Seismic Design
British Library Online Contents | 2008
|