Results 31 to 40 of about 1,062 (263)
Seismic Response Mitigation of a Long-Span Tower Bridge with Two Types of Constraint System
Advances in Civil Engineering, 2020 The stress of the main tower of a cable-stayed bridge depends on the connection type between the tower and deck. In order to study the most suitable longitudinal damping mode for a long-span cable-stayed bridge.
Li Xu +4 more
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SHM-based practical safety evaluation and vibration control model for steel pipes
Journal of Civil Engineering and Management, 2023 Unexpected damages or failures of steel pipes in refineries cause significant disruption to economic activity. While research has been conducted on the prevention of damage to steel pipes, no systematic methods or practical techniques for monitoring of ...
Sang Geun Bae +5 more
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Multiobjective Optimal Control of Longitudinal Seismic Response of a Multitower Cable-Stayed Bridge
Shock and Vibration, 2016 The dynamic behavior of a multitower cable-stayed bridge with the application of partially longitudinal constraint system using viscous fluid dampers under real earthquake ground motions is presented.
Geng Fangfang, Ding Youliang
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Prototype Test and Numerical Analysis of a Shallow Cable with Novel Viscous Inertial Damper
Shock and Vibration, 2021 As an essential component of offshore bridges, stay cables are prone to vibrations due to their low inherent damping characteristics. Various dampers have been used for cable vibration control; however, the experimental research and theoretical study of ...
Jing Liu +4 more
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Железобетонные конструкции, 2023 When performing structural calculations for dynamic loads including seismic impacts, the STARK ES software package allows to implement various damping models. In this paper, a comparative analysis of three types of the damping models used to increase the
V. N. Simbirkin +2 more
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Effect of Viscous Dampers with Variable Capacity on the Response of Steel Buildings
VibrationThe objective of this study was to examine the seismic behavior of steel buildings equipped with linear and nonlinear viscous dampers that may exhibit variable capacity.
Panagiotis Mavroeidakos +2 more
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Applied Sciences, 2021 The aim of this study is to compare the seismic response of reinforced concrete (RC) symmetric buildings, with a varied number of stories, strengthening with three types of passive energy dissipation systems, as tuned mass dampers, viscous dampers, and ...
Charbel Mrad +2 more
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Fail‐safe optimization of viscous dampers for seismic retrofitting [PDF]
Earthquake Engineering & Structural Dynamics, 2020 SummaryThis paper presents a new optimization approach for designing minimum‐cost fail‐safe distributions of fluid viscous dampers for seismic retrofitting. Failure is modeled as either complete damage of the dampers or partial degradation of the dampers' properties. In general, this leads to optimization problems with large number of constraints. This
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Design method for fluid viscous dampers [PDF]
Archive of Applied Mechanics, 2007 zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Jiuhong, Jia +3 more
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Advances in Civil Engineering, 2021 This paper studies the influence of the characteristics of the near-fault ground motion on the seismic responses of the structure with energy dissipation devices including soil-structure interaction (SSI).
Jinping Yang +3 more
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