Results 51 to 60 of about 548 (151)
A Memristive-System-Based Hysteresis Model for a Compact Pneumatic Artificial Muscle
Pneumatic artificial muscles exhibit pronounced hysteresis in the force-contraction domain, which complicates accurate force modeling under pressure-dependent operation.
Sándor Csikós, József Sárosi
doaj +1 more source
Experimental Study on Stiffness Degradation and Hysteretic Behavior of Rock-Filled Concrete under Uniaxial Cyclic Compression Loading [PDF]
[Objective] Rock-filled concrete (RFC) is inevitably subjected to repeated loading-unloading processes during service. However, studies on the stiffness degradation and hysteretic behavior of RFC under cyclic loading remain limited.
LU Zi-ming, ZHOU Yuan-de, JIN Feng
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Experimental investigation of reinforced concrete members subjected to reversed cyclic axial loading
Abstract This paper presents an experimental campaign of five reinforced concrete members subjected to cyclic axial loading alternating between tension and compression. Fiber optical sensors and digital image correlation, in combination with automated crack detection and measurement, were used to investigate, among other aspects, the development of ...
Simon Karrer +2 more
wiley +1 more source
ABSTRACT Damage to non‐structural elements significantly impacts the seismic performance of buildings in terms of economic and functionality losses. Consequently, performance‐based seismic design of non‐structural elements has become a key pillar of a comprehensive building‐seismic resilience strategy, for instance, through loss‐targeted earthquake ...
Roberto J. Merino +2 more
wiley +1 more source
Computational Modeling of U-Shaped Seismic Dampers for Structural Damage Mitigation
U-shaped seismic dampers, passive metallic devices that dissipate energy by cyclic plastic deformation, are designed to mitigate the effects of seismic loads on structures.
Víctor Tuninetti +7 more
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ABSTRACT Reinforced concrete pier walls designed before the 1970s often incorporate lap splice in potential plastic‐hinge regions. Previous experimental tests indicate that most of pier walls experienced post‐yield lap splice failure, necessitating a modeling approach that captures not only lap splice strength but also deformation capacity.
Gun Chan Lee +2 more
wiley +1 more source
As seismic design paradigms shift toward functional recovery, there is a need for efficient methods to achieve desired decision variables (DVs), such as probability of replacement, repair cost, and downtime of the building, for seismically isolated buildings.
Huy G. Pham, Tracy C. Becker
wiley +1 more source
Simplified Mechanical Analysis Method for Assembled Composite Shear Walls with C-Shaped Steel Frames
To reduce the modeling effort and computational cost of assembled composite shear walls with C-shaped steel frames in global structural analysis, this study proposes an engineering-oriented simplified mechanical analysis method.
Xuan Mo +4 more
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The present work involves experimentally determining the nano-mechanical properties (elastic modulus, hardness, plasticity index, and recovery resistance) of low viscosity (LV) and high viscosity (HV) Poly (methyl methacrylate) (PMMA) bone cement from ...
Sonalal Prasad Chaurasiya, Rajesh Ghosh
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A Review of Mechanical Degradation, Interfacial Nonlinear Dynamics and Multi-Bolt Coupling Degradation Mechanisms of Flange-Bolted Joints. [PDF]
Feng X +8 more
europepmc +1 more source

