Experimental evaluation of out-of-plane capacity of masonry infill walls
Infill masonry (IM) walls are considered to be non-structural elements but, when subjected to
earthquakes, they tend to interact with the surrounding RC (reinforced concrete) frames …
earthquakes, they tend to interact with the surrounding RC (reinforced concrete) frames …
Behaviour of reinforced concrete column under biaxial cyclic loading—state of the art
The cyclic behaviour of reinforced concrete columns has been object of many experimental
studies in the last years, mostly focused on the unidirectional loading of columns under …
studies in the last years, mostly focused on the unidirectional loading of columns under …
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 …
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
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 …
buildings not designed according to modern codes and the development of effective …
Response of structures to bidirectional seismic loading: Research progress and future directions
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 …
researchers in their bid to account for the effects of (1) biaxial interaction; and (2) incidence …
Investigation of the characteristics of Portuguese regular moment-frame RC buildings and development of a vulnerability model
A vulnerability model capable of providing the probabilistic distribution of loss ratio for a set
of intensity measure levels is a fundamental tool to perform earthquake loss estimation and …
of intensity measure levels is a fundamental tool to perform earthquake loss estimation and …
Effect of shear-span ratio and vertical reinforcement ratio on the failure of geometrical-similar RC shear walls
L Miao, L Jin, D Li, X Du, B Zhang - Engineering Failure Analysis, 2022 - Elsevier
The purpose of this study is to investigate the size effect on reinforcement concrete (RC)
shear walls having different shear span ratios and vertical reinforcement ratios by the two …
shear walls having different shear span ratios and vertical reinforcement ratios by the two …
[HTML][HTML] Cyclic behaviour of as-built and strengthened existing reinforced concrete columns previously damaged by fire
A structure, during its life, may be subjected to multiple hazards. These hazards are
sometimes combined over a short period of time, or in some cases occur many years apart …
sometimes combined over a short period of time, or in some cases occur many years apart …
Behavior of rectangular reinforced-concrete columns under biaxial cyclic loading and variable axial loads
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 …
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
This paper presents a numerical investigation on seismic performance of reinforced
concrete (RC) cantilever columns under unidirectional and bidirectional excitations. The …
concrete (RC) cantilever columns under unidirectional and bidirectional excitations. The …