The quest for resilience: The Chilean practice of seismic design for reinforced concrete buildings

R Lagos, M Lafontaine, P Bonelli… - Earthquake …, 2021 - journals.sagepub.com
The satisfactory structural behavior observed during large earthquakes and the high
seismicity of the country has conditioned the Chilean society to expect immediate occupancy …

[HTML][HTML] Three-dimensional model for nonlinear analysis of slender flanged reinforced concrete walls

K Kolozvari, K Kalbasi, K Orakcal, J Wallace - Engineering Structures, 2021 - Elsevier
A new, three-dimensional, four-node, macroscopic model element for nonlinear analysis of
reinforced concrete walls is developed and implemented in the structural analysis software …

Nonlinear finite element modeling and response analysis of the collapsed Alto Rio building in the 2010 Chile Maule earthquake

P Zhang, JI Restrepo, JP Conte… - The Structural Design of …, 2017 - Wiley Online Library
Summary The 15‐story Alto Rio building built in 2006 in the city of Concepción, Chile, was
the only modern building that collapsed catastrophically during the February 27, 2010 Mw …

[PDF][PDF] Modeling inelastic shear response of RC walls

M Fischinger, K Rejec, T Isaković - Proceedings, 15th world conference on …, 2012 - iitk.ac.in
The large inelastic shear magnification has been seldom considered in the design practice.
Consequently the shear resistance of existing buildings might be insufficient and inelastic …

Analysis of interaction between reinforced concrete walls and slabs tested on a shaking table

T Isakovic, A Janevski - Bulletin of Earthquake Engineering, 2024 - Springer
An analysis of the interaction between reinforced concrete walls and slabs tested on the
shaking table was performed. The tested structure consisted of four walls connected by three …

Three‐dimensional beam–truss model for reinforced concrete walls and slabs–part 2: modeling approach and validation for slabs and coupled walls

Y Lu, M Panagiotou - Earthquake Engineering & Structural …, 2016 - Wiley Online Library
A three‐dimensional beam–truss model (BTM) for reinforced concrete (RC) walls that
explicitly models flexure–shear interaction and accurately captures diagonal shear failures …

Shake-table response of a coupled RC wall with thin T-shaped piers

M Fischinger, P Kante, T Isakovic - Journal of Structural Engineering, 2017 - ascelibrary.org
A shake-table test of a 1: 3 scale model of a thin, lightly reinforced concrete (RC), 5-story
coupled wall, representing a typical apartment building with a high wall-to-floor area ratio …

Practical displacement-based seismic design approach for PWF structures with supplemental yielding dissipators

T Sun, YC Kurama, J Ou - Engineering Structures, 2018 - Elsevier
This paper analytically investigates the design of supplemental metallic yielding dissipators
to reduce the lateral displacements of pin-supported wall-frame (PWF) structures under high …

[图书][B] Human security in disease and disaster

N Lindstaedt - 2021 - taylorfrancis.com
This timely new textbook lays bare the ways in which disease and disaster can turn
politicians into global leaders or national liabilities. It explains the impact of crises on …

Analysis of reinforced concrete coupled structural walls via the Beam-Truss Model

R Álvarez, JI Restrepo, M Panagiotou… - Engineering Structures, 2020 - Elsevier
The use of an enhanced version of the Beam-Truss Model proposed in a previous study to
compute the nonlinear response of reinforced concrete coupled walls is discussed in this …