Results 1 to 10 of about 1,146 (115)
A theoretical calculation method of seismic shear key pounding based on continuum model [PDF]
The evolution of shear key design for bridges is accompanied by research on structural earthquake resistance. However, the vast majority of pounding forces, responses, and corresponding data for the study and design of shear keys have been based on ...
Chen Shutong +3 more
doaj +2 more sources
Effective Formula for Impact Damping Ratio for Simulation of Earthquake-induced Structural Pounding
Structural pounding during earthquakes may cause substantial damage to colliding structures. The phenomenon is numerically studied using different models of collisions.
Hosein Naderpour +2 more
exaly +3 more sources
During intense ground motion excitations, the pounding between adjacent buildings may result in extensive structural damage. Despite the provision of regulations regarding the minimum separation gap required to prevent structural collisions, the majority
Anaxagoras Elenas +2 more
exaly +3 more sources
A proposal to control the structural pounding hazard imposed on multistory reinforced concrete (RC) structures is presented. The main goal is to guarantee the seismic performance of a structure with an acceptable (predefined) risk-targeted parameter ...
Maria Favvata
exaly +3 more sources
Highly Dissipative Materials for Damage Protection against Earthquake-Induced Structural Pounding [PDF]
Natalia Lasowicz +2 more
exaly +2 more sources
Assessment of seismic vulnerability of RC frames at the end-of-row of buildings with floor-to-floor alignment using multi-strips analysis MSA [PDF]
During earthquakes’ excitation, adjacent buildings start vibrating out of phase (in different directions) leading to collisions with each other causing severe damage in a phenomenon known as structural pounding.
Hossameldeen Mohamed, Ghada Elyamany
doaj +1 more source
Study on Pounding Response of Adjacent Inelastic SDOF Structures Based on Dimensional Analysis
The dimensional analysis method is applied to study the pounding response of two inelastic single-degree-of-freedom (SDOF) structures under simplified earthquake excitation. The improved Kelvin pounding model is used to simulate the force and deformation
Xuyong Chen +3 more
doaj +1 more source
The Effect of strong motion duration on pounding of steel moment frame building [PDF]
Usually during moderate and strong earthquakes, if the space between the adjacent structures is not enough, structural pounding will occur which is due to the out-of-phase vibration of the structures regarding the differences in dynamic properties of the
Javad Vaseghi Amiri +1 more
doaj +1 more source
This study aims to evaluate five different methodologies reported in the literature for developing fragility curves to assess the seismic performance of RC structures subjected to structural pounding.
Maria G. Flenga, Maria J. Favvata
doaj +1 more source
The methods for preventing earthquake-induced structural pounding between two adjacent buildings include ensuring a sufficient separation distance between them or decreasing their relative displacement during seismic excitation.
Seyed Mohammad Khatami +5 more
doaj +1 more source

