Seismic performance of self-centering precast segmental bridge columns under different lateral loading directions

J Jia, K Zhang, S Wu, Y Guo, X Du, X Wang - Engineering structures, 2020 - Elsevier
Self-centering precast segmental bridge columns (SC-PSBCs) have been intensively
investigated in the past decade as one of prefabricated bridge components to expedite …

Simplified macro‐model for infill masonry walls considering the out‐of‐plane behaviour

A Furtado, H Rodrigues, A Arêde… - … Engineering & Structural …, 2016 - Wiley Online Library
One of the main challenges in earthquake risk mitigation is the assessment of existing
buildings not designed according to modern codes and the development of effective …

Response of structures to bidirectional seismic loading: Research progress and future directions

R Roy, A Acharjya, A Roy, A Santra… - Journal of Structural …, 2022 - ascelibrary.org
Rigorous assessment of structural response to seismic excitation poses challenges for
researchers in their bid to account for the effects of (1) biaxial interaction; and (2) incidence …

Energy-based damage assessment of RC frames with non-seismic beam-column joint detailing using crack image processing techniques

M Kaboodkhani, H Bayesteh, M Hamidia - Engineering Failure Analysis, 2024 - Elsevier
Quantitative post-earthquake failure safety assessment of RC framed buildings with non-
ductile joints, as one of the most vulnerable structures, is presented in this study utilizing …

Behavior of rectangular reinforced-concrete columns under biaxial cyclic loading and variable axial loads

H Rodrigues, A Furtado, A Arêde - Journal of Structural Engineering, 2016 - ascelibrary.org
The behavior of reinforced-concrete (RC) elements subjected to axial loading variation in
conjunction with cyclic biaxial bending is recognized as a very important research topic with …

Fragility analysis of rectangular and circular reinforced concrete columns under bidirectional multiple excitations

MR Salami, EA Dizaj, MM Kashani - Engineering Structures, 2021 - Elsevier
This paper presents a numerical investigation on seismic performance of reinforced
concrete (RC) cantilever columns under unidirectional and bidirectional excitations. The …

Fiber-based damage analysis of reinforced concrete bridge piers

J Su, RP Dhakal, J Wang - Soil Dynamics and Earthquake Engineering, 2017 - Elsevier
A fiber beam-column element is adopted to simulate the damage development process of
reinforced concrete (RC) bridge piers under quasi-static and earthquake loadings …

Seismic performance of full-scale RC columns containing high proportion recycled aggregate

I Saribas, C Goksu, E Binbir, A Ilki - Bulletin of Earthquake Engineering, 2019 - Springer
The potential for utilizing high proportion recycled aggregates sourced from low strength
waste concrete in new concrete construction is investigated in this paper. A comprehensive …

Comparative efficiency analysis of different nonlinear modelling strategies to simulate the biaxial response of RC columns

H Rodrigues, H Varum, A Arêde, A Costa - Earthquake Engineering and …, 2012 - Springer
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 …

Seismic behavior of RC building structures designed according to current codes

A Mosleh, H Rodrigues, H Varum, A Costa, A Arêde - Structures, 2016 - Elsevier
Earthquakes which recently occurred in highly populated regions show that existing
buildings constructed without appropriate seismic resisting characteristics may constitute as …