QQ Liang, B Uy, GP Steven - Journal of structural engineering, 2002 - ascelibrary.org
Conventional trial-and-error methods are not efficient in developing appropriate strut-and-tie models in complex structural concrete members. This paper describes a performance-based …
Performance-Based Optimization of Structures introduces a method to bridge the gap between structural optimization theory and its practical application to structural engineering …
This paper deals with automatic generation of optimal strut-and-tie models in prestressed concrete beams by the performance-based optimization (PBO) method. In the present …
CY Tuan, SA Yehia, N Jongpitaksseel… - PCI …, 2004 - digitalcommons.unomaha.edu
In this study, a literature review was conducted to establish the background of current specifications and to evaluate the applicability of various theories and methods for design of …
ZQ He, Z Liu - Journal of Bridge Engineering, 2011 - ascelibrary.org
Anchorage zones of posttensioned structures are prone to splitting cracks, necessitating rational reinforcement design methods for anticracking in such regions. This paper presents …
H Lei, Z Liu, M Alsomiri - Structures, 2023 - Elsevier
The post-tensioned anchorage zones are generally subdivided into local and general zones, which are treated with semi-empirical approaches and strut-and-tie models …
ZQ He, J Chen, Z Liu, ZJ Ma - Structures, 2023 - Elsevier
In prestressed concrete structures, improper design and detailing of the anchorage zone frequently cause bursting cracking along the tendon path. Due to the complex stress state in …
The strut-and-tie model (STM) has been adopted as a preferred methodology for the design of the post tensioned concentric anchorage zones. However, the STM is just a design model …
This article presents a method for the automatic generation of optimal strut-and-tie models in reinforced concrete structures using a bi-directional evolutionary structural optimization …