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 …

Civil and structural engineering applications, recent trends, research and developments on pultruded fiber reinforced polymer closed sections: a review

AK Gand, TM Chan, JT Mottram - Frontiers of Structural and Civil …, 2013 - Springer
The objectives of this study are to review and evaluate the developments and applications of
pultruded fiber-reinforced polymer composites in civil and structural engineering and review …

Experimental investigation of crumb rubber concrete columns under seismic loading

O Youssf, MA ElGawady, JE Mills - Structures, 2015 - Elsevier
Crumb rubber concrete (CRC) is a class of concrete that incorporates crumb rubber from
used tyres as a partial replacement for the natural aggregates in conventional concrete …

Rocking bridge piers equipped with shape memory alloy (SMA) washer springs

C Fang, D Liang, Y Zheng, MCH Yam, R Sun - Engineering Structures, 2020 - Elsevier
The emergence of rocking bridge piers provides the community of civil engineers with a
broader vision of next-generation seismic-resilient bridge design. This study introduces a …

Numerical study on the seismic performance of precast segmental concrete columns under cyclic loading

C Li, H Hao, K Bi - Engineering Structures, 2017 - Elsevier
To accelerate construction speed, precast segmental column is becoming more and more
popular in recent years due to its obvious advantages in saving construction time, reducing …

Quasi-static cyclic testing of a large-scale hybrid sliding-rocking segmental column with slip-dominant joints

P Sideris, AJ Aref, A Filiatrault - Journal of Bridge Engineering, 2014 - ascelibrary.org
This paper presents the findings of an experimental study that investigated the response
properties of segmental cantilever columns incorporating internal unbonded posttensioning …

Experimental behavior of hybrid FRP–concrete–steel double-skin tubular columns under combined axial compression and cyclic lateral loading

B Zhang, JG Teng, T Yu - Engineering Structures, 2015 - Elsevier
Hybrid FRP–concrete–steel double-skin tubular columns (DSTCs) are a new form of hybrid
columns, consisting of an outer tube made of fiber reinforced polymer (FRP) and an inner …

Seismic behavior of FRP-high-strength concrete–steel double-skin tubular columns

T Ozbakkaloglu, Y Idris - Journal of Structural Engineering, 2014 - ascelibrary.org
This paper reports on an experimental study on the seismic behavior of fiber-reinforced
polymer (FRP)–concrete–steel double-skin tubular (DST) columns. Nine DST and one …

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 …

Experimental investigation of the response of precast segmental columns subjected to impact loading

X Zhang, H Hao, C Li - International Journal of Impact Engineering, 2016 - Elsevier
Although precast concrete segmental columns have been more and more widely used in
constructions, there is a lack of study on its behaviour under dynamic loading especially …