Ensemble learning-based prediction of the backbone curve for corroded reinforced concrete columns using experimental database. [PDF]
Sadeghi M +3 more
europepmc +1 more source
Quantification of Direct Benefits of Functional Recovery‐Based Design for Seismic Resilience
Lessons from recent major earthquakes have shown that current life‐safety‐centered seismic design practice falls short in ensuring a desirable post‐hazard recovery. Extensive economic losses, high demolition rates, and long recovery have signified a gap between design targets and society's expectations of seismic performance of code‐compliant buildings.
Kasra Habibi +3 more
wiley +1 more source
Displacement-based seismic fragility assessment of a high-rise reinforced concrete building. [PDF]
Sharma KK, Imam A, Kumar P, Olaiya BC.
europepmc +1 more source
Carbon Dots: An Emerging Frontier for Green and Sustainable Civil Engineering Materials
Traditional civil engineering materials (CE materials) are usually involved with high‐energy consumption during manufacturing, significant maintenance costs, and substantial environmental impacts throughout their life cycles. The progress of nanotechnology is catalyzing a green and sustainable transformation within the field.
Weiwen Hao +5 more
wiley +1 more source
Structural response of RC beam-column joints reinforced with smart alloys and polyvinyl alcohol fibers. [PDF]
Alqarni AS, Alshannag MJ, Higazey MM.
europepmc +1 more source
ABSTRACT This article presents a capacity‐based assessment procedure for beam–column (b–c) joints of reinforced concrete frames with floor slabs and transverse beams. The procedure extends a previously proposed assessment methodology for determining the hierarchy of strengths and the sequence of events in symmetrically reinforced planar b–c joints.
Patricio Quintana Gallo +3 more
wiley +1 more source
Seismic response analysis of coal mine shaft tower structure considering PSSI effect under different sites. [PDF]
Han L, Zhao S, Zhang Y, Ge N.
europepmc +1 more source
Nonlinear Response‐History Analyses of Masonry and Mixed Structures With HybriDFEM
ABSTRACT The hybrid discrete‐finite element (HybriDFEM) method, previously developed to perform static and modal analysis in discrete and coupled discrete‐finite element models, is extended to nonlinear response‐history analyses. The equations of motion for the HybriDFEM model are solved through various numerical time‐integration schemes, both explicit
Igor Bouckaert +2 more
wiley +1 more source
A Modified Polynomial Hysteretic Model for Asymmetric Vertical Hysteretic Behavior of Inclined Rubber Bearings. [PDF]
Li Z, Chen Y, Xiao Z, Liu B.
europepmc +1 more source
Quantifying Model Selection Uncertainty in Structural Analysis: Methodology and Application
ABSTRACT With increasing focus on complex engineering systems under rare events, computational models are critical for predictions due to the scarcity or absence of data. However, selecting an appropriate model can be challenging. Using a single model without available test calibration could result in significant bias in performance predictions. A case
Ya‐Heng Yang, Tracy C. Becker
wiley +1 more source

