This research explores potential application of entangled wire materials as intermediate layers between segments of pre-tensioned segmental bridge columns. An ensemble of free-decay vibration tests was conducted on small-scale columns with various configurations of intermediate layers. Wooden blocks were used for segments and the entire system was tightened together using a pre-tensioned steel tendon. Damping and frequency of the columns were determined and compared. It is demonstrated that entangled wire materials substantially increase total damping of the entire system in rocking. This result is very encouraging for future application of entangled wire materials in testing large-scale pre-tensioned segmental bridge columns. However, shea...
Beam-like structures, constructed from many long strands that are constrained rather than bonded tog...
In many countries, the current seismic design practice for concrete structures is based on the explo...
It has been well documented that following a major earthquake a substantial percentage of economic l...
The rocking mechanism has been widely recognized as a beneficial technique to reduce structural dama...
Entangled metallic wire material (EMWM) can be utilized as a novel elastic element in vibration isol...
Letting a column uplift and sustain rocking motion has been suggested as a seismic design method for...
This paper presents the results of shaking table tests of a system exhibiting negative stiffness. As...
Report No. CCEER-12-02Modern structures are able to survive significant shaking caused by earthquake...
Limiting the oscillations of suspension or cable-stayed bridges requires a suitable strategy for the...
International audienceMonofilament entangled materials are a new type of materials with promising me...
Aim of the paper is to propose a new approach for the determination of the so termed self-damping, o...
In a global context of energy saving, the ratio stiffness – mass is a key parameter for design of me...
[[abstract]]This research aims to investigate the dynamic characteristic of rocking bridge columns s...
This paper describes initial experimental testing to investigate feasible sources of passive damping...
Wire rope devices have found numerous applications in the shock and vibration isolation of industria...
Beam-like structures, constructed from many long strands that are constrained rather than bonded tog...
In many countries, the current seismic design practice for concrete structures is based on the explo...
It has been well documented that following a major earthquake a substantial percentage of economic l...
The rocking mechanism has been widely recognized as a beneficial technique to reduce structural dama...
Entangled metallic wire material (EMWM) can be utilized as a novel elastic element in vibration isol...
Letting a column uplift and sustain rocking motion has been suggested as a seismic design method for...
This paper presents the results of shaking table tests of a system exhibiting negative stiffness. As...
Report No. CCEER-12-02Modern structures are able to survive significant shaking caused by earthquake...
Limiting the oscillations of suspension or cable-stayed bridges requires a suitable strategy for the...
International audienceMonofilament entangled materials are a new type of materials with promising me...
Aim of the paper is to propose a new approach for the determination of the so termed self-damping, o...
In a global context of energy saving, the ratio stiffness – mass is a key parameter for design of me...
[[abstract]]This research aims to investigate the dynamic characteristic of rocking bridge columns s...
This paper describes initial experimental testing to investigate feasible sources of passive damping...
Wire rope devices have found numerous applications in the shock and vibration isolation of industria...
Beam-like structures, constructed from many long strands that are constrained rather than bonded tog...
In many countries, the current seismic design practice for concrete structures is based on the explo...
It has been well documented that following a major earthquake a substantial percentage of economic l...