Performance-based design of high-rise coupled wall systems

2006 ◽  
Vol 15 (3) ◽  
pp. 289-306 ◽  
Author(s):  
Kent A. Harries ◽  
David S. McNeice
Author(s):  
Kent A. Harries ◽  
Bahram M. Shahrooz ◽  
Paul Brienen ◽  
Patrick J. Fortney ◽  
Gian A. Rassati

2013 ◽  
Vol 831 ◽  
pp. 137-140
Author(s):  
Kang Min Lee ◽  
Liu Yi Chen ◽  
Rui Li ◽  
Keun Yeong Oh ◽  
Young Soo Chun

Coupling beams resist lateral loads efficiently is well known in coupled wall systems. In many cases, geometric limits result in coupling beams that are deep in relation to their clear span. Coupling beams with small depth-to-span ratio shall be reinforced with two intersecting groups of diagonally placed bars symmetrical along the mid-span. It's always hard to optimize construction projects. This paper used the finite element software (Abaqus) to analysis and simulate the nonlinear behavior of a new reinforcement called head bar and compared the results to the current standards.


2010 ◽  
Vol 136 (7) ◽  
pp. 755-769 ◽  
Author(s):  
Sherif El-Tawil ◽  
Kent A. Harries ◽  
Patrick J. Fortney ◽  
Bahram M. Shahrooz ◽  
Yahya Kurama

2015 ◽  
Vol 141 (10) ◽  
pp. 04014244 ◽  
Author(s):  
Enrica Bernardini ◽  
Seymour M. J. Spence ◽  
Dae-Kun Kwon ◽  
Ahsan Kareem

Sign in / Sign up

Export Citation Format

Share Document