On the resonance effect by dynamic soil–structure interaction: a revelation study

H Güllü, M Pala - Natural hazards, 2014 - Springer
The present study makes an attempt to investigate the soil–structure resonance effects on a
structure based on dynamic soil–structure interaction (SSI) methodology by direct method …

Seismic response of clay-pile-raft-superstructure systems subjected to far-field ground motions

L Zhang, H Liu - Soil Dynamics and Earthquake Engineering, 2017 - Elsevier
A series of three-dimensional (3D) finite element analyses incorporated with a hyperbolic-
hysteretic soil model were performed to investigate the seismic response of pile-raft …

Telescopic columns as a new base isolation system for vibration control of high-rise buildings

M Hosseini, EN Farsangi - Earthquakes and Structures, 2012 - koreascience.kr
In this paper, a new type of passive energy dissipating system similar to added damping and
stiffness (ADAS) and triangular added damping and stiffness (TADAS) is proposed and …

Fast Checking of Drift Demand in Multi-Storey Buildings with Asymmetry

P Khatiwada, E Lumantarna, N Lam, D Looi - Buildings, 2020 - mdpi.com
Buildings possessing an asymmetrical arrangement of structural elements are torsionally
unbalanced and can be vulnerable in a seismic event. Building codes of practices typically …

Seismic load estimates of distant subduction earthquakes affecting Singapore

NTK Lam, T Balendra, JL Wilson, S Venkatesan - Engineering Structures, 2009 - Elsevier
This paper introduces the use of a simple stochastic model for predicting elastic response
spectra of 5% damping for structures founded on rock sites in Singapore based on …

[PDF][PDF] Displacement modelling of intraplate earthquakes

NTK Lam, J Wilson - ISET Journal of earthquake technology, 2004 - iitk.ac.in
This paper presents the case for a displacement-based approach for the seismic design and
performance assessment of structures in intraplate regions. A newly established model for …

Simplified finite element modelling of multi-storey buildings: the use of equivalent cubes

B Li, C Duffield, GL Hutchinson - Electronic Journal of Structural …, 2008 - ejsei.com
Finite element modelling is frequently used to overcome experimental limitations in
predicting and analysing the performance of structures. However, constrained by software …

Seismic performance evaluation of various passive damping systems in high and medium-rise buildings with hybrid structural system

EN Farsangı, A Adnan - Gazi University Journal of Science, 2012 - dergipark.org.tr
The main aim of this manuscript is to bridge existing knowledge gaps by undertaking
comprehensive investigation of several high and medium-rise structures in Iran with different …

监测位移预报的非等间距相关系数平稳序列法

马小兵 - 北京航空航天大学学报, 2007 - bhxb.buaa.edu.cn
建立了监测位移时间序列分析, 建模和预报的非等间距相关系数平稳序列法.
采用随机过程理论导出了模型的整体极大似然估计, 在保证参数估计量优良统计特性的同时 …

[PDF][PDF] Performance evaluation of viscoelastic and friction passive damping systems in vibration control of tall buildings

E Noroozinejad Farsangi - International Journal of Advanced …, 2011 - ijase.azad.ac.ir
This paper provides a comparison of the maximum inter-story drifts and tip acceleration of
both a 16 and 30 stories building each with different structural systems; hybrid RC moment …