State-of-the-art of posttensioned rocking bridge substructure systems
S Piras, A Palermo, M Saiid Saiidi - Journal of Bridge Engineering, 2022 - ascelibrary.org
Posttensioned bridge rocking systems have emerged as an alternative to traditional ductility
design where substructure elements, such as columns and piles, are designed to dissipate …
design where substructure elements, such as columns and piles, are designed to dissipate …
Self-centering seismic-resistant structures: Historical overview and state-of-the-art
C Zhong, C Christopoulos - Earthquake Spectra, 2022 - journals.sagepub.com
This state-of-the-art review provides an overview of the evolution of self-centering structures
from early historical structures that inherently exhibited a recentering response to modern …
from early historical structures that inherently exhibited a recentering response to modern …
A finite element model for seismic response analysis of deformable rocking frames
MF Vassiliou, KR Mackie… - … Engineering & Structural …, 2017 - Wiley Online Library
A new finite element model to analyze the seismic response of deformable rocking bodies
and rocking structures is presented. The model comprises a set of beam elements to …
and rocking structures is presented. The model comprises a set of beam elements to …
Enhancing resilience and self-centering of existing RC coupled and single shear walls using EB-FRP: State-of-the-art review and research needs
A Abbaszadeh, O Chaallal - Journal of Composites Science, 2022 - mdpi.com
The primary seismic force-resisting system (SFRS) in middle-to high-rise reinforced concrete
(RC) building structures often includes coupled shear walls (CSWs) and single shear walls …
(RC) building structures often includes coupled shear walls (CSWs) and single shear walls …
Seismic loss and resilience assessment of single-column rocking bridges
AI Giouvanidis, Y Dong - Bulletin of earthquake engineering, 2020 - Springer
This study focuses on structural systems, which are particularly attractive for bridge design.
Specifically, it investigates the seismic performance of single-column bridges, which are …
Specifically, it investigates the seismic performance of single-column bridges, which are …
[PDF][PDF] A half-century of rocking isolation
N Makris - Earthquakes and Structures, 2014 - researchgate.net
The uplifting and rocking of slender, free-standing structures when subjected to ground
shaking may limit appreciably the seismic moments and shears that develop at their base …
shaking may limit appreciably the seismic moments and shears that develop at their base …
Overturning of retrofitted rocking structures under pulse-type excitations
EG Dimitrakopoulos, MJ DeJong - Journal of engineering …, 2012 - ascelibrary.org
Numerous existing structures exhibit rocking behavior during earthquakes, and there is a
continuing need to retrofit these structures to prevent collapse. In addition, while rocking …
continuing need to retrofit these structures to prevent collapse. In addition, while rocking …
Shaking table testing of rocking—isolated bridge pier on sand
I Anastasopoulos, M Loli, T Georgarakos… - Journal of Earthquake …, 2013 - Taylor & Francis
This article studies the seismic performance of a rocking-isolated bridge pier on surface
foundation, resting on sand. A series of reduced-scale shaking table tests are conducted …
foundation, resting on sand. A series of reduced-scale shaking table tests are conducted …
Characterization of rocking shallow foundations using centrifuge model tests
This paper presents new results of centrifuge model tests exploring the behavior of rocking
shallow foundations embedded in dry sand, which provides a variety of factors of safety for …
shallow foundations embedded in dry sand, which provides a variety of factors of safety for …
Centrifuge modeling of rocking‐isolated inelastic RC bridge piers
Experimental proof is provided of an unconventional seismic design concept, which is based
on deliberately underdesigning shallow foundations to promote intense rocking oscillations …
on deliberately underdesigning shallow foundations to promote intense rocking oscillations …