[PDF][PDF] Review of approaches for analysing secondary structures in earthquakes and evaluation of floor response spectrum approach

E Lim, N Chouw - International Journal of Protective Structures, 2015 - researchgate.net
Secondary structures are the members that are not part of the primary load-bearing
components in a structural system. Although not intended to bear loads, secondary …

Development of rocking isolation bearing system (RIBS) to control excessive seismic responses of bridge structures

X He, S Unjoh - Earthquake Engineering & Structural …, 2022 - Wiley Online Library
Rocking structures are recognized as an effective seismic response modification technique
due to their peculiar dynamic characteristics. Meanwhile, in bridge structures, strong ground …

Rocking behavior of irregular free-standing objects subjected to earthquake motion

H Al Abadi, V Paton-Cole, E Gad, N Lam… - Journal of Earthquake …, 2019 - Taylor & Francis
Free-standing rigid objects and structures are dominantly found to exhibit rocking behavior
and can be vulnerable to overturning during an earthquake as demonstrated by numerous …

Seismic response analysis of the precast double-deck rocking frame bridge pier system

BF Wang, Q Han, ZL Jia, XL Du - Soil Dynamics and Earthquake …, 2021 - Elsevier
To improve seismic performance of double-deck frame bridge system, a novel precast
double-deck rocking frame bridge pier system is developed based on ductile and rocking …

Monocular computer vision method for the experimental study of three-dimensional rocking motion

RJY Greenbaum, AW Smyth… - Journal of Engineering …, 2016 - ascelibrary.org
The rocking problem is applicable to a wide variety of structural and nonstructural elements.
The current applications range from bridge pier and shallow footing design to hospital and …

Rocking activation of free standing elements in real conditions: A safe experimentally-based acceleration limit

L Berto, E Meroi, I Rocca, A Saetta - Engineering Structures, 2021 - Elsevier
This paper presents an experimental campaign aimed to characterize rocking conditions of
free-standing elements. Focus is given on the minimum horizontal acceleration required to …

[HTML][HTML] Simplified elastic design checks for torsionally balanced and unbalanced low-medium rise buildings in lower seismicity regions

NTK Lam, JL Wilson, E Lumantarna - Earthquakes and structures, 2016 - koreascience.kr
A simplified approach of assessing torsionally balanced (TB) and torsionally unbalanced
(TU) low-medium rise buildings of up to 30 m in height is presented in this paper for regions …

Bi-linear displacement response spectrum model for engineering applications in low and moderate seismicity regions

E Lumantarna, JL Wilson, NTK Lam - Soil Dynamics and Earthquake …, 2012 - Elsevier
The second corner period has become a feature in the design response spectrum provisions
in some major codes of practices with the general notion that the higher the value of the …

Toppling of rigid electric equipment during earthquakes

MA Jaimes, G Candia - Engineering Structures, 2018 - Elsevier
This study presents a general formulation for toppling risk assessment of rigid electrical
equipment during earthquakes. The seismic response, toppling fragility functions and …

Vulnerability assessment methods for rocking and overturning of free standing elements

L Berto, I Rocca, A Saetta - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
This paper presents a comparison between different methods for assessing the probability of
rocking and overturning of free standing elements, under the action of ground motions of …