Disturbed stress field model for reinforced concrete: formulation

FJ Vecchio - Journal of structural engineering, 2000 - ascelibrary.org
A conceptual model is presented for describing the behavior of cracked reinforced concrete
elements, representing a hybrid formulation between a fully rotating crack model and a fixed …

[PDF][PDF] Simulation of highly ductile fiber-reinforced cement-based composite components under cyclic loading

TS Han, PH Feenstra, SL Billington - Structural Journal, 2003 - Citeseer
Ductile fiber-reinforced cement-based composites (DFRCCs) are being investigated for new
design as well as retrofitting of structures in seismic regions. DFRCC is highly ductile and is …

Nonlinear Cyclic Truss Model for Reinforced Concrete Walls.

M Panagiotou, JI Restrepo… - ACI Structural …, 2012 - search.ebscohost.com
This study describes a nonlinear truss modeling approach for reinforced concrete (RC) walls
or, in general, for plane stress RC elements subjected to cyclic reversals. Nonlinear vertical …

Probabilistic seismic demand analysis of a slender RC shear wall considering soil–structure interaction effects

Y Tang, J Zhang - Engineering Structures, 2011 - Elsevier
Reinforced concrete shear walls are often used to resist the lateral loads imposed by
earthquakes. Accurate evaluation of the seismic demands on shear walls requires adequate …

[PDF][PDF] Analysis of shear-critical reinforced concrete beams

FJ Vecchio - ACI Structural Journal, 2000 - vectoranalysisgroup.com
Recent eperience among some researchers suggests that analysis methods based on the
smeared rotating crack concept do not adequately model the response of shear-critical …

Seismic collapse fragility analysis of reinforced concrete shear wall buildings

M Dabaghi, G Saad, N Allhassania - Earthquake Spectra, 2019 - journals.sagepub.com
This paper examines the behavior of reinforced concrete shear wall buildings subjected to
strong earthquake ground motions, with a focus on collapse performance. The effect of …

Simplified progressive collapse simulation of RC frame–wall structures

Y Bao, SK Kunnath - Engineering Structures, 2010 - Elsevier
A macromodel-based approach to enable post-event progressive collapse analysis of
reinforced concrete (RC) frame–wall structures is investigated. A simplified shear wall model …

Development of CSMM-based shell element for reinforced concrete structures

CH Luu, YL Mo, TTC Hsu - Engineering Structures, 2017 - Elsevier
Reinforced concrete shell structures have been widely used in a variety of modern
engineering applications. It is found from earthquake reconnaissance that reinforced …

A nonlinear quadrilateral layered membrane element with drilling degrees of freedom for the modeling of reinforced concrete walls

F Rojas, JC Anderson, LM Massone - Engineering Structures, 2016 - Elsevier
In this article, the formulation and verification of a nonlinear quadrilateral layered membrane
element with drilling degrees of freedom for the nonlinear analysis of reinforced concrete …

[HTML][HTML] Three-dimensional model for analysis of high performance fiber reinforced cement-based composites

CC Hung, SH Li - Composites Part B: Engineering, 2013 - Elsevier
High performance fiber reinforced cement-based composites (HPFRCCs) are distinguished
from regular cement materials by their strain hardening behavior under uniaxial tension as …