Seismic pounding between adjacent buildings: Identification of parameters, soil interaction issues and mitigation measures
Structural pounding has been observed in many previous earthquakes due to insufficient
gap commonly provided between adjacent structures. The collisions usually generate large …
gap commonly provided between adjacent structures. The collisions usually generate large …
Devices for protecting bridge superstructure from pounding and unseating damages: an overview
Previous earthquakes have highlighted the seismic vulnerability of bridges due to excessive
movements at expansion joints. This movement could lead to the catastrophic unseating …
movements at expansion joints. This movement could lead to the catastrophic unseating …
Using viscoelastic materials to mitigate earthquake-induced pounding between adjacent frames with unequal height considering soil-structure interactions
J Zhang, C Zhang - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
The effectiveness of viscoelastic (VE) material with different mechanical properties in
reducing the pounding between neighboring buildings, considering soil-structure …
reducing the pounding between neighboring buildings, considering soil-structure …
Investigating the effects of structural pounding on the seismic performance of adjacent RC and steel MRFs
An insufficient separation distance between adjacent buildings is the main reason for
structural pounding during severe earthquakes. The lateral load resistance system …
structural pounding during severe earthquakes. The lateral load resistance system …
Optimal retrofit strategy using viscous dampers between adjacent RC and SMRFs prone to earthquake-induced pounding
N Asgarkhani, F Kazemi, R Jankowski - Archives of Civil and Mechanical …, 2022 - Springer
Nowadays, retrofitting-damaged buildings is an important challenge for engineers. Finding
the optimal placement of Viscous Dampers (VDs) between adjacent structures prone to …
the optimal placement of Viscous Dampers (VDs) between adjacent structures prone to …
Structural pounding between adjacent buildings subjected to strong ground motions. Part I: The effect of different structures arrangement
S Efraimiadou, GD Hatzigeorgiou… - … & Structural Dynamics, 2013 - Wiley Online Library
The effect of different structures configurations on the collision between adjacent planar RC
building frames subjected to strong earthquakes is examined in this paper. Two 5‐storey …
building frames subjected to strong earthquakes is examined in this paper. Two 5‐storey …
Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes
R Jankowski, S Mahmoud - Bulletin of Earthquake Engineering, 2016 - Springer
The reports after major earthquakes indicate that the earthquake-induced pounding
between insufficiently separated buildings may lead to significant damage or even total …
between insufficiently separated buildings may lead to significant damage or even total …
Mitigation measures for earthquake induced pounding effects on seismic performance of adjacent buildings
SE Abdel Raheem - Bulletin of earthquake engineering, 2014 - Springer
Post-earthquake damages investigation in past and recent earthquakes has illustrated that
the building structures are vulnerable to severe damage and/or collapse during moderate to …
the building structures are vulnerable to severe damage and/or collapse during moderate to …
Earthquake-induced pounding between equal height multi-storey buildings considering soil-structure interaction
The present paper investigates the coupled effect of the supporting soil flexibility and
pounding between neighbouring, insufficiently separated equal height buildings under …
pounding between neighbouring, insufficiently separated equal height buildings under …
Numerical study on the response scenarios in a vibro-impact single-degree-of-freedom oscillator with two unilateral dissipative and deformable constraints
G Stefani, M De Angelis, U Andreaus - Communications in Nonlinear …, 2021 - Elsevier
In this paper, some of the scenarios that can occur in the numerical nonlinear non-smooth
response of a vibro-impact single-degree-of-freedom system, symmetrically constrained by …
response of a vibro-impact single-degree-of-freedom system, symmetrically constrained by …