Results 31 to 40 of about 196,599 (152)
The collapse-limit input velocity level of the critical double impulse simulating the principal part of near-fault ground motions is derived for an elastic-plastic structure with viscous damping and P-delta effect.
Yoshito Saotome +2 more
doaj +1 more source
Previous studies show that the largest wind-induced response of a square section fixed-base high-rise building occurs when the strong wind is blowing perpendicular onto a building face, and the greatest translational response is likely to occur in the ...
Huawei Pang +4 more
doaj +1 more source
A double impulse input is used as a substitute for near-fault earthquake ground motions. An explicit expression is derived on the maximum elastic–plastic response of a single-degree-of-freedom damped structure with bilinear hysteresis under the “critical
Hiroki Akehashi +2 more
doaj +1 more source
A set of approximate closed-form solutions of the maximum interstory drifts under the critical pseudo-double impulse (PDI) is derived for non-proportionally damped multi-story shear building models with bilinear hysteresis.
Hiroki Akehashi, Izuru Takewaki
doaj +1 more source
Experimental Study on Friction Sliding Performance of Rubber Bearings in Bridges
To fully ascertain the ultimate shear failure state and the friction sliding performance of laminated rubber bearings in bridges, a series of cyclic loading tests were conducted.
Yue Li, Qiqi Wu
doaj +1 more source
Evaluation of models of the flexural response of rectangular reinforced concrete columns in the post-capping region [PDF]
Simulating the seismic behaviour of a structure up to the point of collapse is an established approach to assessing structural safety during strong earthquakes.
Tomić Milena +2 more
doaj
Modelling of Mechanical Behaviour of High-Frequency Piezoelectric Actuators Using Bouc-Wen Model
The paper presents application of a modified, symmetrical Bouc-Wen model to simulate the mechanical behaviour of high-frequency piezoelectric actuators (PAs). In order to identify parameters of the model, a two-step algorithm was developed.
Kędra Rafał, Rucka Magdalena
doaj +1 more source
The seismic response of a single-layer spherical lattice shell controlled by restorable sliding isolator is studied under different seismic excitations.
Peng Zhuang, Wenting Wang
doaj +1 more source
Dynamic analysis of dry friction system based on improved bilinear hysteretic model
Considering that the dry friction force only shows stiffness characteristic when the normal contact force is high and combining with the existing conclusions of experimental research, the bilinear hysteresis model is improved.
Bingbing HE +4 more
doaj +1 more source
Throughout the years, many control strategies for adjustable dampers have been proposed, designed to boost the performance characteristics of a vehicle. Comfort control strategies such as Skyhook (SH), acceleration-driven damping or power-driven damping ...
Z. Klockiewicz, G. Ślaski
semanticscholar +1 more source

