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 …
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 …
Buildings possessing an asymmetrical arrangement of structural elements are torsionally unbalanced and can be vulnerable in a seismic event. Building codes of practices typically …
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 …
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 …
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 …
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 …
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 …