Results 281 to 290 of about 326,768 (380)
Evaporation driven buckling of a drop laden with graphene oxide nanosheets.
Prakash S, Krolis E, Marin A, Botto L.
europepmc +1 more source
Experimental Study on Anti-Wrinkling Performance of TA1 Titanium Thin Sheet Assisted by Ultrasonic Vibration. [PDF]
Ma J+5 more
europepmc +1 more source
The performance of sodium‐manganese oxides (NMOs) as electrode materials for faradaic deionization is explored to address the challenges of water desalination. By investigating the impact of their morphology and crystal structure, a mixed‐phase NMO demonstrates enhanced salt removal capacity and long‐term stability over 870 cycles, highlighting its ...
Alba Fombona‐Pascual+4 more
wiley +1 more source
Buckling suppression of a cantilever structure with a modified fuzzy sliding mode control. [PDF]
Pan J, Sun L, Liu X, Zhang Y, Duo Y.
europepmc +1 more source
EXPERIMENTAL STUDIES ON BUCKLING STRENGTH OF ANGLES
Yoshitsura Yokoo+2 more
openalex +2 more sources
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
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
Control of Buckling of Colloidal Supraparticles. [PDF]
Roemling LJ+4 more
europepmc +1 more source
ERROR IN FINITE DIFFERENCE SOLUTIONS OF LOCAL BUCKLING STRENGTH
Fumio Nishino
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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