2-DIMENSIONAL GROUND RESPONSE ANALYSIS: A REVIEW [PDF]
Malaysian Journal of Geosciences, 2021 Earthquake is one of the natural disasters that is caused by ground shaking in soil. Ground response analysis is conducted to obtain the ground motion acceleration on soil surface.
Norazah Arjuna +4 more
doaj +1 more source
Seismic structural and non-structural performance evaluation of highly damped self-centering and conventional systems [PDF]
, 2011 This paper evaluates the seismic structural and non-structural performance of self-centering and conventional structural systems combined with supplemental viscous dampers.
Karavasilis, Theodore L. +5 more
core +1 more source
Development of nonlinear analytical model and seismic analyses of a steel frame with self-centering devices and viscoelastic dampers [PDF]
, 2011 This paper highlights the role of advanced structural analysis tools on the conception of high-performance earthquake-resistant structural systems. A new steel frame equipped with self-centering devices and viscoelastic dampers is described.
Karavasilis, Theodore L. +10 more
core +1 more source
Numerical investigation of seismic behaviour of railway embankments in cold regions
Građevinar, 2021 To investigate more fully seismic behaviour of the Qinghai-Tibet railway embankment, a comprehensive discussion and a781nalysis is conducted in this paper by applying a numerical technique.
Chen Tuo +3 more
doaj +1 more source
Regional Seismic Wavefield Propagation [PDF]
, 2004 Through the examination of local and regional seismic waveform data the crust and upper mantle of southern California are investigated. Using local and regional seismic phases such as Pn, Sn, PL, and surface waves, seismic wave velocities of interesting
Savage, Brian Kirk
core +1 more source
Journal of Low Frequency Noise, Vibration and Active Control, 2023 Active vibration control systems are commonly reported to be the most robust and effective method for vibration control of structures. However, the type of ground motions and the type of analysis may greatly influence their performances.
Said Elias +4 more
doaj +2 more sources
Geotechnical design with apparent seismic safety factors well-bellow 1 [PDF]
, 2014 The paper demonstrates that whereas often in seismic geotechnical design it is not realistically feasible to design with ample factor of safety against failure as is done in static design, an "engineering" apparent seismic factor of safety less than 1 ...
Gazetas, George +2 more
core +1 more source
Efficient seismic fragility of underground structures using endurance time analysis method
Yantu gongcheng xuebao, 2023 The feasibility of efficient seismic fragility analysis of underground structures using the endurance time analysis (ETA) method is investigated. A typical two-story three-span subway station embedded in the site class Ⅲ is used as the prototype.
ZHEN Libin 1, SHI Yuebo 2, ZHONG Zilan 2, DU Xiuli 2, LUO Wenlin 1
doaj +1 more source
Hysteretic Characteristics of Wood-Frame Structures Under Seismic Motions [PDF]
, 2009 In order to develop seismic codes that can effectively mitigate damage to wood-frame construction under seismic activity, the dynamic characteristics of wood-frame buildings must be well understood.
Sutoyo, Daniel
core +1 more source
Nonlinear analysis of earthquake fault rupture interaction with historic masonry buildings [PDF]
, 2015 The response of historic masonry buildings to tectonic ground displacements is studied through analysis of a simple yet representative soil-foundation-masonry wall system.
Gazetas, George +2 more
core +1 more source