Author
AndreiI M. Reinhorn
Bio: AndreiI M. Reinhorn is an academic researcher. The author has contributed to research in topics: Biaxial tensile test & Reinforced solid. The author has an hindex of 1, co-authored 2 publications receiving 26 citations.
Papers
More filters
••
TL;DR: In this paper, an efficient model for inelasitc biaxial bending interaction of reinforced concrete sections is presented based on a rate-dependent viscoelastic equation.
Abstract: The paper presents an efficient model for inelasitc biaxial bending interaction of reinforced concrete sections. Based on a rate-dependent viscoelastic equation, it is shown that the model is extremely versatile and has the capability to incorporate stiffness and strength decay. The model also enables identification of the physical nature of interaction and achieves a controlled hysteretic behavior. Only uniaxial information is required for the material parameters that describe the model. Unlike other conventional reinforced concrete models, loop tracing is necessary, thereby making it simple, efficient, and readily suitable for use with large computational models for analyzing reinforced concrete building structures. The validity of the proposed scheme is demonstrated through the analytical simulation of available biaxial experiences on reinforced concrete columns and comparison with other analytical models.
28 citations
•
1 citations
Cited by
More filters
01 Jan 1992
TL;DR: In this article, the authors present a table of contents and a list of FIGURES and TABLES for each chapter, including a chapter and a table. But they do not discuss the authorship.
Abstract: i ACKNOWLEDGMENTS iii TABLE OF CONTENTS v LIST OF FIGURES vii LIST OF TABLES ix CHAPTER
63 citations
01 Jan 2004
57 citations
••
TL;DR: In this paper, the performance of different nonlinear modelling strategies to simulate the response of RC columns subjected to axial load combined with cyclic biaxial horizontal loading is compared.
Abstract: The performance of different nonlinear modelling strategies to simulate the response of RC columns subjected to axial load combined with cyclic biaxial horizontal loading is compared. The models studied are classified into two categories according to the nonlinearity distribution assumed in the elements: lumped-plasticity and distributed inelasticity. For this study, results of tests on 24 columns subjected to cyclic uniaxial and biaxial lateral displacements were numerically reproduced. The analyses show that the global envelope response is satisfactorily represented with the three modelling strategies, but significant differences were found in the strength degradation for higher drift demands and energy dissipation.
52 citations
••
TL;DR: In this paper, a statistical linearization technique with time-variant reliability analysis concepts is used to formulate a total expected life-cycle cost optimization problem for nonlinear/hysteretic stochastic dynamical systems.
48 citations
••
TL;DR: In this paper, a simplified hysteretic model is proposed for the representation of the non-linear response of reinforced concrete members subjected to biaxial bending combined with a constant axial load.
25 citations