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Journal ArticleDOI

Enhanced Rayleigh Damping Model for Dynamic Analysis of Inelastic Structures

TLDR
In this article, an enhanced Rayleigh damping model for dynamic analysis of inelastic structures is presented, which has been extensively used to represent inherent inherent properties of the structure.
Abstract
This paper presents an Enhanced Rayleigh damping model for dynamic analysis of inelastic structures. The conventional Rayleigh damping model has been extensively used to represent inherent ...

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Citations
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Journal ArticleDOI

Assessing damage and collapse capacity of reinforced concrete structures using the gradient inelastic beam element formulation

TL;DR: Comparisons with experimental data demonstrate the capability of the GI FB element to more accurately and realistically capture the curvature distributions over the length of RC members, while comparisons of the IDA results show that models employing the GI element formulation predict lower collapse capacities by about 15% and greater damage.
Journal ArticleDOI

The Study of Tubing Vibration Mechanism in High Pressure Gas Well

TL;DR: In this paper, a dynamic finite element theory was used to model the characteristics of large-size tubing strings in deep gas wells, and a finite element mechanics model and mathematical model of the tubing string vibration of the packer of high-pressure gas wells were established.
Journal ArticleDOI

Effect of Major Design Parameters on the Seismic Performance of Bridges with Hybrid Sliding–Rocking Columns

TL;DR: In this article, the authors explored the effects of major design variables on the seismic performance of the so-called hybrid sliding-rocking (HSR) bridge columns, where the HSR bridge columns are precast concre...
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Dynamic response and chaotic behavior of a controllable flexible robot

TL;DR: In this article , a controllable flexible robot with a complex series-parallel mechanism was used as a research object and a combination of Lagrangian and finite element methods was used to establish its nonlinear elastic dynamics.
Journal ArticleDOI

Type 4 bell-shaped proportional damping model and energy dissipation for structures with inelastic and softening response

TL;DR: In this paper , the authors proposed a new bell-shaped proportional damping model, which allows energy dissipation to be directly related to modal damping ratio, and also addresses the concerns of using proportional dampings models with the tangent stiffness approach.
References
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Journal ArticleDOI

Incremental dynamic analysis

TL;DR: Incremental dynamic analysis (IDA) is a parametric analysis method that has recently emerged in several different forms to estimate more thoroughly structural performance under seismic loads as mentioned in this paper, which involves subjecting a structural model to one or more ground motion record(s), each scaled to multiple levels of intensity, thus producing one (or more) curve(s) of response parameterized versus intensity level.
Journal ArticleDOI

Classical Normal Modes in Damped Linear Dynamic Systems

TL;DR: In this article, the necessary and sufficient conditions under which both discrete and continuous damped linear dynamic systems possess classical normal modes were determined for both continuous and discrete linear systems, respectively.
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Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames

TL;DR: In this paper, the authors apply nonlinear dynamic analyses to assess the risk of collapse of RC SMF buildings to quantify the seismic safety implied by modern building codes, and find that on average, these buildings have an 11% probability of collapse under ground motion intensities with a 2% probability for exceedance in 50 years.
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Problems encountered from the use (or misuse) of Rayleigh damping

TL;DR: In this paper, the damping forces generated by such a matrix can become unrealistically large compared to the restoring forces, resulting in an analysis being unconservative, and a remedy to these problems is proposed in which bounds are imposed on the dampings forces.
Journal ArticleDOI

Unintended Consequences of Modeling Damping in Structures

TL;DR: In this paper, the effect of Rayleigh proportional damping in the analysis of inelastic structural systems is investigated, and it is shown that when the stiffness portion of the system damping matrix is based on the original system stiffness, artificial damping is generated when the structure yields.
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