Results 201 to 210 of about 131,913 (332)

Evaluation of the Impact of Incident Wavefield Modeling on Soil‐Structure Interaction of Buildings Using Broadband Physics‐Based 3D Earthquake Simulations

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Despite the complexity of real earthquake motions, the incident wavefield excitation for soil‐structure interaction (SSI) analysis is conventionally derived from one‐dimensional site response analysis (1D SRA), resulting in idealized, decoupled vertically incident shear and compressional waves for the horizontal and vertical components of the ...
Junfei Huang, David McCallen
wiley   +1 more source

Design of displacement-based viscous damper damping structures. [PDF]

Sci Rep
Dong S, Pan W, Ye L, Wang J.
europepmc   +1 more source

Attractor and dimension for discretization of a damped wave equation with periodic nonlinearity

, 2000
Shengfan Zhou
openalex   +2 more sources

Nonlinear mechanism of plasmon damping in electron gas [PDF]

, 2002
V. U. Nazarov, S. Nishigaki, Tadaaki Nagao   +2 more
openalex   +1 more source

Performance of Seismically Isolated and Non‐Isolated Steel‐Framed Buildings: Sensitivity to Amount and Form of Inherent Damping

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT The amount of inherent damping assumed in nonlinear response history analysis of steel buildings is typically set at 2% or less for the fundamental mode of vibration. However, many studies have shown that actual damping levels vary depending on the building characteristics and soil conditions, and methodologies used in measurements of damping ...
Shoma Kitayama, Michael C. Constantinou
wiley   +1 more source

Nonlinear dynamics and magneto-elasticity of nanodrums near the phase transition. [PDF]

Nat Commun
Šiškins M, Keşkekler A, Houmes MJA, Mañas-Valero S, Koperski M, Coronado E, Blanter YM, van der Zant HSJ, Steeneken PG, Alijani F.   +9 more
europepmc   +1 more source

MECHANICAL MODELING OF HIGH-DAMPING RUBBER DAMPERS USING NONLINEAR SYSTEM IDENTIFICATION

, 2000
Y. Kitada, Yutaka Nakamura, Izuru Takewaki, Koji UETANI   +3 more
openalex   +2 more sources

Performance Assessment of Friction Pendulum Bearings in Bridges via Data Assimilation

Earthquake Engineering &Structural Dynamics, EarlyView.
ABSTRACT Seismic isolation techniques are widely used in regions susceptible to earthquakes. From a long‐term maintenance perspective, it is crucial to develop methodologies for assessing the post‐installation performance of these systems based on monitored data.
Xinhao He, Daichi Kusano, Shigeki Unjoh, Shuichi Fujikura, Takuya Makino, Chiaki Nagao, Akira Shibasaki, Shinsuke Yamazaki, Hiroshi Ogami, Tadayuki Noro   +9 more
wiley   +1 more source

Dynamic performance of quasi-zero-stiffness isolator with displacement-dependent electromagnetic shunt damping. [PDF]

Sci Rep
Hao P, Niu J, Zhang W.
europepmc   +1 more source

Nonlinear Vibration Analysis of Thin Perforated Plate with Wire Impact Damping [PDF]

, 2002

openalex   +1 more source