Results 21 to 30 of about 126 (98)
Seismic Vibration Mitigation of a Cable-Stayed Bridge with Asymmetric Pounding Tuned Mass Damper [PDF]
In order to mitigate the seismic response of a cable-stayed bridge, a new type damping device named asymmetric pounding tuned mass damper (APTMD) is developed in this paper on the basis of the traditional symmetric pounding tuned mass damper. The novel APTMD has three parameters to be determined: the left-side gap, the right-side gap, and the frequency
Peng Zhang +4 more
openaire +1 more source
Reduction of Vibrations in Long‐Span Continuous Girder Bridges with Pounding Tuned Mass Dampers
Earthquakes often cause bridges to vibrate to different degrees; moreover, in the case of poor road conditions, the vibration amplitude of bridges caused by vehicles often exceeds a reasonable range, thus causing different degrees of damage to bridges.
Juncheng Yao +5 more
openaire +2 more sources
Impact Fatigue of Viscoelastic Materials Subjected to Pounding
The pounding tuned mass damper (PTMD) is a novel vibration control device that can be used for many different structures. The PTMD utilizes a viscoelastic delimiter to enhance its vibration control effectiveness and robustness though pounding between the
Peng Zhang, Linsheng Huo, Gangbing Song
doaj +1 more source
An Updated Analytical Structural Pounding Force Model Based on Viscoelasticity of Materials
Based on the summary of existing pounding force analytical models, an updated pounding force analysis method is proposed by introducing viscoelastic constitutive model and contact mechanics method. Traditional Kelvin viscoelastic pounding force model can
Qichao Xue +4 more
doaj +1 more source
Passive control devices are widely used in the reduction of lateral vibrations of building structures. The control of these lateral vibrations is vital in preventing collisions between adjacent building structures during a seismic event. These collisions modify the dynamic behavior of the intervenient structures and cause substantial local damage.
Pedro Folhento +2 more
openaire +2 more sources
Role Of Tuned Mass Dampers (Tmds) For Seismic Pounding Mitigation
During earthquakes, buildings that are too close together may crash into each other because there aren't enough gaps between them. This is called seismic bashing. This effect can cause serious damage to structures, which can put people's safety and the ability of things to work at risk.
Amruta Killol +2 more
openaire +1 more source
ABSTRACT Viscous dampers (VDs) are widely used to mitigate the excessive responses of long‐span bridges. However, VDs face some intricate challenges in engineering practices, including high damping coefficient requirement, potential base shear amplification and tremendous damping force under high velocity. To address these issues, this study develops a
Ruisheng Ma +5 more
wiley +1 more source
This study investigates the performance of a tuned mass damper inerter (TMDI) in enhancing the seismic performance of structures by focusing on the concept of effective damping ratio (EDR) and its enhancement through the effective damping ratio enhancement (EDRE) approach. An analytical model is developed for a single‐degree‐of‐freedom system subjected
K. K. Kiran +3 more
wiley +1 more source
This graphical abstract highlights the nutritional profiles and taste characteristics of four edible flower species, Musella lasiocarpa (Franch.) C. Y. Wu ex H. W. Li, Plumeria rubra L. “Acutifolia,” Stephanotis volubilis (L.f.) S.Reuss, Liede & Meve (syn. Dregea volubilis (L. f.) Benth. ex Hook.
Qing Zhang +8 more
wiley +1 more source
Oxygen substitution in NaTaOxCl6‐2x drives structural evolution from isolated [TaCl6]– octahedra, through oxygen‐bridged [Ta2OCl10]2– dimers, toward extended trans‐[TaO2Cl4]3– chain‐like arrangements. At intermediate compositions, zero‐dimensional corner‐sharing motifs are proposed to create a flexible, disordered framework that peaks ionic ...
Justin Leifeld +17 more
wiley +1 more source

