Displacement Estimation of Structures With Flag‐Shaped Hysteresis Loops
ABSTRACT Time‐history analyses were conducted on single‐degree‐of‐freedom (SDOF) systems with flag‐shaped hysteresis loops using a far‐field ground motion suite to estimate peak displacements, Δp, and equivalent deformation cycles, Nc, associated with cumulative displacement demands.
Yudi Zhang +5 more
wiley +1 more source
Experimental and numerical study on FRP-rehabilitated RC beam-column joints at high temperature with artificial neural network. [PDF]
Prakash RS, Parthasarathi N.
europepmc +1 more source
ABSTRACT Masonry infills in reinforced concrete (RC) frames are highly vulnerable to seismic damage, often sustaining severe cracking even under moderate ground motion, which in turn leads to considerable economic losses and safety risks. To address this issue, this study experimentally evaluates the effectiveness of two innovative rubber‐based joints ...
Enrico Tubaldi +16 more
wiley +1 more source
Analytical Equations for the Prediction of the Failure Mode of Reinforced Concrete Beam-Column Joints Based on Interpretable Machine Learning and SHAP Values. [PDF]
Karampinis I +4 more
europepmc +1 more source
ABSTRACT Reliable estimation of the principal periods is essential for regional seismic risk assessment (RSRA) of urban building portfolios. For tall buildings, however, existing period‐prediction formulas are constrained by the lack of representative data, while building translational azimuths are neglected despite their importance for regional ...
Zi‐Nan Wu +2 more
wiley +1 more source
Experimental and Numerical Investigations on the Seismic Performance of High-Strength Exterior Beam-Column Joints with Steel Fibers. [PDF]
Wu B +5 more
europepmc +1 more source
ABSTRACT Post‐tensioned cross‐laminated timber (PT‐CLT) rocking walls offer a compelling seismic system combining self‐centering behavior with energy dissipation. However, progress in their performance assessment and design has been limited by the lack of a comprehensive parametric modeling tool, as exists for steel or reinforced concrete systems. This
Ghasem B. Shargh +3 more
wiley +1 more source
Non-linear finite element analysis of SFRC beam-column joints under cyclic loading: enhancing ductility and structural integrity. [PDF]
Noor UA +6 more
europepmc +1 more source
Structural Effects of Vertical Non‐Skeletal Elements (NSEs) With Rocking Mechanisms
ABSTRACT This paper introduces the structural effects provided by vertical non‐skeletal elements (NSEs), such as claddings and partitions, with vertical slotted holes at their supports to enable rocking as the frame undergoes significant lateral deformation.
Zheng Luo +2 more
wiley +1 more source
Analysis of Beam-Column Joints using FEM
Ch. Harika, Dr. N. Murali Krishna
openaire +2 more sources

