Five-hammer head bridge piers were fabricated and tested under cyclic lateral loading to evaluate the hysteretic response and the self-centering capability. The failure modes …
S Cho, C Kong, Y Kim, W Chung, H Lee - KSCE Journal of Civil …, 2021 - Springer
Pedestrian bridges with I-shaped girders exhibit frequent construction errors and difficulties in the construction of curved sections because the bridges are composed of straight girders …
R Luca, F Paolo, B Filippo - Procedia Structural Integrity, 2020 - Elsevier
Several studies on Northridge and Kobe earthquake showed that many failures were originated by improper weld details or poor workmanship. A first step towards the modelling …
AR Amalia, K Ochi, R Tanaka, T Kamachi… - AIP Conference …, 2023 - pubs.aip.org
This article compares isotropic and kinematic hardening rules for square hollow section (SHS) numerical modelling under cyclic bending loading. Hot-rolled and cold-formed SHSs …
A Ene, A Stratan - Key Engineering Materials, 2023 - Trans Tech Publ
Nowadays, as a response to the promoted concept of performance-based seismic design, the finite element method (FEM) has become an omnipresent practice that supports the …
N Naraki, E Dehghani, A Mobinipour… - Journal of Structural and …, 2024 - jsce.ir
The focus on new connections, including the reduced beam section (RBS), and their ductility investigations in the plastic range increased after the disastrous earthquakes of Northridge …