Results 291 to 300 of about 329,557 (382)
ABSTRACT A new generation of yielding links, referred to as cast steel replaceable modular yielding links (CMLs), was recently validated through extensive large‐scale testing, to enhance the seismic performance of steel eccentrically braced frames (EBFs). The effective use of CMLs relies on accurately evaluating the seismic response of the EBF systems,
Hongzhou Zhang, Pedram Mortazavi
wiley +1 more source
Buckling Analysis of Functionally Graded GPL-Reinforced Composite Plates Under Combined Thermal and Mechanical Loads. [PDF]
Cho JR.
europepmc +1 more source
EXPERIMENTAL STUDIES ON BUCKLING STRENGTH OF ANGLES
Yoshitsura Yokoo+2 more
openalex +2 more sources
Modeling Nonlinear Cyclic Load–Deformation Response of Corrosion‐Damaged Reinforced Concrete Columns
ABSTRACT This study presents a lumped plasticity modeling method for simulating the nonlinear load–deformation response of corroded reinforced concrete (RC) columns with rectangular and circular cross‐sections. The proposed modeling method utilizes an extended column database to enhance the robustness of the database and considers cyclic degradation ...
Yewon Park+2 more
wiley +1 more source
An analytical solution for dynamic instability and vibration analysis of structural members with open and closed sections. [PDF]
Wu MJ, Zhu J, Huang XH.
europepmc +1 more source
Seismic Design of Steel Chevron and Split‐X Concentrically Braced Frames
ABSTRACT This paper aims to (1) investigate how various design parameters affect seismic response of steel chevron and split‐X braced frames, (2) advance understanding of their seismic behaviour and (3) propose new system‐specific guidelines for accurately estimating their seismic demands and for achieving enhanced seismic performance.
Bardia Mahmoudi, Ali Imanpour
wiley +1 more source
Evaporation driven buckling of a drop laden with graphene oxide nanosheets.
Prakash S, Krolis E, Marin A, Botto L.
europepmc +1 more source
Timing of Epiretinal Membrane Surgery After Uncomplicated Retinal Detachment Repair. [PDF]
Bomdica PR+3 more
europepmc +1 more source
A Macro‐Model for Simulating Gusset Plate Buckling in Buckling‐Restrained Braced Frame Buildings
ABSTRACT 2D models, which are conventionally employed for the seismic performance assessment of buckling‐restrained braced frame (BRBF) buildings, are incapable of simulating the out‐of‐plane buckling of gusset plates. This study presents a novel 3D macro‐modelling approach capable of capturing the out‐of‐plane buckling of gusset plates in BRBFs.
S. Sistla+2 more
wiley +1 more source