contributor author | H. C. Chan | |
contributor author | J. S. Kuang | |
date accessioned | 2017-05-08T20:53:12Z | |
date available | 2017-05-08T20:53:12Z | |
date copyright | February 1989 | |
date issued | 1989 | |
identifier other | %28asce%290733-9445%281989%29115%3A2%28247%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30504 | |
description abstract | Design charts are presented for the design of a stiffened coupled structural wall with a strong beam located somewhere along the building height. The analysis is based on a continuous medium approach with the deflection at the top. The couple due to the axial force in the walls and the shear force in the laminae are presented in the form of graphs. The variations of the couple due to the axial force in the walls and the laminar shear along the structural height are also presented to permit the curtailment of reinforcements where appropriate for achieving economy. The results are given in terms of two dimensionless structural parameters: one is the relative flexural rigidity of the strong beam, and the other is a measure of the effectiveness of the lintel beams. The application of the design charts is illustrated by determining the deflections and the internal forces of a typical 20‐story building. | |
publisher | American Society of Civil Engineers | |
title | Elastic Design Charts of Stiffened Coupled Structural Walls Structural Walls | |
type | Journal Paper | |
journal volume | 115 | |
journal issue | 2 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(1989)115:2(247) | |
tree | Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 002 | |
contenttype | Fulltext | |