Experimental and analytical studies on the response of freestanding laboratory equipment to earthquake shaking

D Konstantinidis, N Makris - Earthquake Engineering & …, 2009 - Wiley Online Library
This paper presents results of a comprehensive experimental program on the seismic
response of full‐scale freestanding laboratory equipment. First, quasi‐static experiments are …

Seismic demand on light acceleration‐sensitive nonstructural components in European reinforced concrete buildings

C Petrone, G Magliulo… - Earthquake engineering & …, 2015 - Wiley Online Library
In this paper, a parametric study is conducted in order to evaluate the seismic demand on
light acceleration‐sensitive nonstructural components caused by frequent earthquakes. The …

Seismic response of sliding equipment and contents in base‐isolated buildings subjected to broadband ground motions

D Konstantinidis, F Nikfar - Earthquake engineering & …, 2015 - Wiley Online Library
Base isolation has been established as the seismic design approach of choice when it
comes to protecting nonstructural contents. However, while this protection technology has …

Dynamics of a sliding‐rocking block considering impact with an adjacent wall

Y Bao, D Konstantinidis - Earthquake Engineering & Structural …, 2020 - Wiley Online Library
A freestanding rigid block subjected to base excitation can exhibit complicated motion
described by five response modes: rest, pure rocking, pure sliding, combined sliding …

Experimental and analytical studies on the response of 1/4-scale models of freestanding laboratory equipment subjected to strong earthquake shaking

D Konstantinidis, N Makris - Bulletin of earthquake engineering, 2010 - Springer
This paper investigates the seismic response of freestanding equipment when subjected to
strong earthquake motions (2% probability of being exceeded in 50 years). A two-step …

Evaluation of ASCE 43-05 seismic design criteria for rocking objects in nuclear facilities

A Dar, D Konstantinidis… - Journal of Structural …, 2016 - ascelibrary.org
The seismic interaction of unanchored objects with a seismically qualified system or
component in a nuclear power plant (NPP) can be detrimental to nuclear safety. In order to …

Disorder and damage of base‐isolated medical facilities when subjected to near‐fault and long‐period ground motions

Y Shi, M Kurata, M Nakashima - Earthquake Engineering & …, 2014 - Wiley Online Library
SUMMARY A series of full‐scale shaking table tests were conducted at E‐Defense for a four‐
story base‐isolated hospital. The operation room in the specimen was chosen for detailed …

Dynamic properties of typical consultation room medical components

L Di Sarno, C Petrone, G Magliulo, G Manfredi - Engineering Structures, 2015 - Elsevier
The dynamic response of typical components of a consultation room in hospital buildings is
investigated through full-scale shake table tests. Low-intensity random vibration tests were …

Shaking table tests of a nonstructural freestanding object with variable center of gravity

B Huang, Z Hu, C Tang, X Guan, W Lu - Soil Dynamics and Earthquake …, 2024 - Elsevier
Freestanding objects have endured seismic damage during major historical earthquakes,
but their seismic performance is not fully understood yet. A steel frame was constructed with …

Shake table investigation on the seismic performance of hospital equipment supported on wheels/casters

F Nikfar, D Konstantinidis - Earthquake Engineering & …, 2017 - Wiley Online Library
This paper presents an experimental investigation on the seismic response of medical
equipment supported on wheels and/or casters. Two pieces of equipment were tested: a …