Buckling-controlled braces for seismic resistance inspired by origami patterns

Y Zhou, Q Zhang, Y Zhou, Y Zhang, M Li, J Feng… - Engineering …, 2023 - Elsevier
Equipping energy dissipation devices in the structures is one of the effective methods to
resist earthquake disasters. Here, a novel buckling-controlled brace inspired by origami (O …

A novel 3D-printable tensegrity-inspired metamaterial enabling dynamic attenuation

H Zeng, R Mu, K Huo, H Zhao, K Wang… - International Journal of …, 2023 - Springer
Dynamic attenuation is a major concern in many engineering fields, and excessive energy
inputs may cause fatal damages to the key devices. Therefore, there is always a demand to …

Experimental and numerical study on a high-rise building with transfer slab

J Zhang, Y Liu, W Zheng - Journal of Building Engineering, 2024 - Elsevier
To evaluate the seismic performance of a high-rise building with transfer slab, a scaled
model with a ratio of 1: 15 is fabricated and shake table tests are conducted to investigate …

Analytical and numerical study of an eccentric continuous cable bracing system with friction slip mechanism

HM Roshan, N Fanaie - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
This study proposes a very simple and low-cost friction mechanism using a pre-stressed
cable passing over two fixed pulleys without rotation along with an eccentric continuous …

[HTML][HTML] Dynamic augmentation of geometrically nonlinear beams via guided axially elastic tendons

SD Jayatilake, MH Lowenberg, BKS Woods… - Mechanical Systems and …, 2025 - Elsevier
This paper develops a geometrically nonlinear mathematical model of a flexible cantilevered
beam hosting a guided axially elastic tendon. The model is intended as an enabling tool to …

Estimation of Empirical Response Spectrum and local responses of the Justicia Espada Acuña Mena building using the Mod-ζ (var) method for the 2010 central …

B Arellano, F Hernández, LM Massone… - Journal of Building …, 2024 - Elsevier
A novel system identification technique called Mod-ζ (var) is formulated, implemented, and
validated to study the seismic response of a 3D R/C shear wall building during the 2010 …

Development of new passive vibration control system in coupled structures with block and tackle

R Majima, K Hayashi, T Saito - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
An innovative passive vibration control system employed pulley tackle mechanism (Movable
Pulley Damper System: MPDS) in coupled structures is proposed in this paper. A cable can …

Shaking-Table Test on a Multi-Story Continuous Vibration-Control System Employing Pulley Amplification Mechanism

R Majima, Y Yamasaki, T Saito - Civil Engineering Journal, 2025 - civilejournal.org
This study proposes an innovative passive vibration-control system, named the Pulley
Damper Multi-story System (PDMAS), which incorporates pulley tackles installed at multiple …

Estimation of empirical response spectrum and local responses of the Justicia Espada Acuña Mena building using the Mod-Z (Var) method for the 2010 central chilean …

BA Arellano Sandoval - 2023 - repositorio.uchile.cl
ABSTRACT A novel system identification technique called Mod-ζ (var) is formulated,
implemented, and validated to study the seismic response of a 3D R/C shear wall building …

[PDF][PDF] The Clients

R McAdams, J Gollub - 2023 - bmedesign.engr.wisc.edu
Reducing Whole-Body Vibrations in Neonatal Transport Page 1 1 Reducing Whole-Body
Vibrations in Neonatal Transport Team Members: Joshua Varghese (Team Leader), Meghan …