A comparison of displacement-based Timoshenko multi-fiber beams finite element formulations and elasto-plastic applications
Various formulations of displacement-based Timoshenko multi-fiber beams are compared in
this article. After a short literature review, the presentation of the shape functions leading to …
this article. After a short literature review, the presentation of the shape functions leading to …
Seismic performance of a reinforced concrete frame building in China
H Duan, MBD Hueste - Engineering Structures, 2012 - Elsevier
This paper investigates the seismic performance of a multi-story reinforced concrete frame
building designed according to the provisions of the current Chinese seismic code …
building designed according to the provisions of the current Chinese seismic code …
Seismic response characteristics of high-rise RC wall buildings having different irregularities in lower stories
HS Lee, DW Ko - Engineering structures, 2007 - Elsevier
Three 1: 12 scale 17-story RC wall building models having different types of irregularity at
the bottom two stories were subjected to the same series of simulated earthquake …
the bottom two stories were subjected to the same series of simulated earthquake …
Seismic behavior of RC building structures designed according to current codes
Earthquakes which recently occurred in highly populated regions show that existing
buildings constructed without appropriate seismic resisting characteristics may constitute as …
buildings constructed without appropriate seismic resisting characteristics may constitute as …
A multifiber Timoshenko beam with embedded discontinuities
An enhanced high order multifiber Timoshenko beam is introduced to simulate structural
behavior up to failure. The beam is displacement based and geometrically linear, its section …
behavior up to failure. The beam is displacement based and geometrically linear, its section …
Performance of fiber beam–column elements in the seismic analysis of a lightly reinforced shear wall
This work investigates the capability of two different fiber beam–column finite elements in
simulating the dynamic response of a shear wall tested on a shaking table. The two …
simulating the dynamic response of a shear wall tested on a shaking table. The two …
[HTML][HTML] Enhanced beams and plates models incorporating the steel-concrete interface behavior for large-scale reinforced concrete structural applications
Considering the interaction between concrete and steel reinforcement in numerical
simulations of reinforced concrete structures is crucial for accurately capturing the concrete …
simulations of reinforced concrete structures is crucial for accurately capturing the concrete …
Ground motion intensity measures for seismic probabilistic risk analysis
M De Biasio - 2014 - theses.hal.science
A fundamental issue that arises in the framework of Probabilistic Seismic Risk Analysis is the
choice of groundmotion Intensity Measures (IMs). In addition to reducing record-to-record …
choice of groundmotion Intensity Measures (IMs). In addition to reducing record-to-record …
A novel shell element for nonlinear pushover analysis of reinforced concrete shear walls
We present a procedure for the assessment of reinforced concrete structures in terms of
seismic capacity based on the nonlinear pushover method. Structural systems containing …
seismic capacity based on the nonlinear pushover method. Structural systems containing …
Shaking table tests of lightly rc walls: Numerical simulations
In the framework of the European consortium ECOLEADER, a seismic research project has
been performed on specimens tested on a shaking table. The specimens were …
been performed on specimens tested on a shaking table. The specimens were …