ABSTRACT A mathematical model is developed, which considers creep at the nonlinear
range of stresses, shrinkage, aging, cracking, and the geometric nonlinearity in reinforced …

In this paper, a computational tool was developed to optimize the design of slender
reinforced concrete columns subjected to biaxial bending considering the material and …

In order to correctly model the behavior of slender columns made of lightly reinforced
concrete (RC) subjected to buckling load, both tensile fracture and compressive damage …

The objective of this work is to study the structural response of lightly reinforced concrete
elements under eccentric compression from an experimental perspective. Given the difficulty …

Neste trabalho foi desenvolvida uma ferramenta para otimização da seção transversal (área
de concreto, e área e distribuição de armadura) de pilares de concreto armado, submetidos …

The purpose of this paper is to present a numerical procedure to analyse reinforced
concrete columns subjected to combined axial loads and bending that rigorously considers …

Generally, reinforced concrete columns are subjected to a non-uniform moment diagram
due to unequal eccentricities at the two ends of the columns or to transverse loads along the …

本書主要研究框架結構及框架–< wbr> 剪力牆的整體穩定承載力的解析計算方法,< wbr>
目前彈性穩定問題主要採用“平衡法” 和“能量法”,< wbr> 這兩種方法對於求解杆件眾多的框架 …

Forces on columns caused by second-order effects are routinely over-estimated, which
results in a waste of valuable resources and in construction difficulties because of high …

The objective of this work is to study the structural response of lightly reinforced concrete
elements under eccentric compression from an experimental perspective. Given the difficulty …