Results 11 to 20 of about 4,194,806 (302)

Investigations on the Dynamic Response of Adjacent Buildings Connected by Viscous Dampers

open access: yesBuildings, 2022
This paper investigates the seismic performance of two adjacent buildings connected by viscous dampers. Three types of damper placement are discussed, including installing dampers within a single building, connecting two buildings at the same floor level,
Peng Chen, Xiaobin Wu
doaj   +1 more source

An Engineering Comment for Simply Accelerating Seismic Response History Analysis of Mid-Rise Steel-Structure Buildings

open access: yesJournal of Architectural and Engineering Research, 2023
Response history analysis using a time integration method is a powerful versatile tool in accessing structures seismic behaviours. To reduce the analysis run-time, a technique was proposed in 2008 for time integration with steps larger than the steps of
Aram Soroushian   +5 more
doaj   +1 more source

Time history nonlinear earthquake response analysis considering materials and geometrical nonlinearity [PDF]

open access: yesNuclear Engineering and Design, 2002
Abstract A time history nonlinear earthquake response analysis method was proposed and applied to earthquake response prediction analysis for a Large Scale Seismic Test (LSST) Program in Hualien, Taiwan, in which a 1/4 scale model of a nuclear reactor containment structure was constructed on sandy gravel layer.
T. Kobayashi   +4 more
openaire   +1 more source

Application of extended Rayleigh damping model to 3D frame analysis

open access: yesJapan Architectural Review, 2023
Rayleigh damping is commonly used in response history analysis (RHA) to provide an energy dissipation source, but the adaptation may be difficult if frequency independence damping is desired over a wide frequency range.
Yoshihiro Mogi   +2 more
doaj   +1 more source

Nonlinear Variable Parameter Time History Analysis on Dynamic Response of Timber Frame in Song Dynasty Palace

open access: yesTaiyuan Ligong Daxue xuebao, 2021
In order to study the dynamic response of timber frame in Song Dynasty palace under horizontal acceleration, a series of nonlinear time-history analysis FE models were estallihed.
Jia WAN   +4 more
doaj   +1 more source

Peak adjustment method of input seismic wave in time history analysis of long-span cable-stayed bridge

open access: yes地震科学进展, 2023
The peak adjustment of seismic wave is often realized by the method based on the peak ground acceleration (PGA), while the peak acceleration of the design response spectrum in the current specification is the effective peak acceleration (EPA), and EPA is
Xiaoli Li, Xiaoshuang Li
doaj   +1 more source

Comparative Study on the Analysis Methods for the Seismic Resistance of Bridge Structure [PDF]

open access: yesMATEC Web of Conferences, 2019
As a kind of destructive natural disasters, earthquake can cause serious damage to the bridges of lifeline projects, which will bring great difficulties to the rescue and relief work.
Wang Danling
doaj   +1 more source

The low-noise optimisation method for gearbox in consideration of operating conditions [PDF]

open access: yes, 2014
This paper presents a comprehensive procedure to calculate the steady dynamic response and the noise radiation generated from a stepping-down gearbox.
Kang, J, Sun, W, Tao, Q, Zhou, J
core   +1 more source

Simulation analysis of structural nonlinear seismic response

open access: yesInternational Journal for Simulation and Multidisciplinary Design Optimization, 2023
Faced with the difficulty of analyzing structural nonlinear seismic response, this study focuses on the reinforced concrete frame structure and designs a frame that meets the specifications.
Qin Feng
doaj   +1 more source

Robust design for minimizing the time history amplitude fluctuation by using the parametric model order reduction

open access: yesNihon Kikai Gakkai ronbunshu, 2018
Numerical simulations, such as the finite element method have been widely used to predict noise and vibration behavior. This allows reducing the development time and production cost of products.
Kengo KOMORI, Takeshi TOI
doaj   +1 more source

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