One of the classical applications of the SMA is based on the used of the hysteresis cycle associated to the martensitic transformation (classically, described as a first order phase transition) for damping devices. For each application a detailed knowledge of the conditions to be accomplished by the material is absolutely necessary. For the stayed cables in bridges of the Iroise bridge, the oscillation frequencies are 1 and 3 Hz; and the peak to peak oscillation amplitude is close to 10 cm and, also, the SMA works in close contact with the external ambient temperature. In fact, the bridge is a 2*2 lanes free highway situated between Brest and Plougastel (France). The main requirement is related to several days of intense winds or ra...
This paper focuses on introducing and investigating the performance of a new passive control device ...
The singular properties of Shape Memory Alloys (SMA), which are due to a thermoelastic martensitic t...
Excessive ductility demand on shorter piers is a common problem for irregular bridges subjected to s...
Abstract. One of the classical applications of the SMA is based on the used of the hysteresis cycle ...
Experimental study of damping in civil engineering structures was done using smart materials (NiTi S...
Experimental study of damping in civil engineering structures was done using smart materials (NiTi S...
The use of shape memory alloy (SMA) wires as passive elements for damping the vibrations of stayed c...
The use of shape memory alloy (SMA) wires as passive elements for damping the vibrations of stayed c...
Guaranteeing the use of Shape Memory Alloys (SMA) in mitigation of extreme load effects requires a d...
The properties of SMA (Shape Memory Alloys, smart materials) are associated to a first order phase ...
There have been published many papers and several reviews on the application of SMA's as damping dev...
The SMA was studied for their macroscopic application in damping for civil engineering. The study is...
Guaranteeing the use of Shape Memory Alloys (SMA) in mitigation of extreme load effects requires a d...
WOSInternational audienceMost of civil engineering cable structures are subjected to potential damag...
Guaranteeing the use of Shape Memory Alloys (SMA) in mitigation of extreme load effects requires a d...
This paper focuses on introducing and investigating the performance of a new passive control device ...
The singular properties of Shape Memory Alloys (SMA), which are due to a thermoelastic martensitic t...
Excessive ductility demand on shorter piers is a common problem for irregular bridges subjected to s...
Abstract. One of the classical applications of the SMA is based on the used of the hysteresis cycle ...
Experimental study of damping in civil engineering structures was done using smart materials (NiTi S...
Experimental study of damping in civil engineering structures was done using smart materials (NiTi S...
The use of shape memory alloy (SMA) wires as passive elements for damping the vibrations of stayed c...
The use of shape memory alloy (SMA) wires as passive elements for damping the vibrations of stayed c...
Guaranteeing the use of Shape Memory Alloys (SMA) in mitigation of extreme load effects requires a d...
The properties of SMA (Shape Memory Alloys, smart materials) are associated to a first order phase ...
There have been published many papers and several reviews on the application of SMA's as damping dev...
The SMA was studied for their macroscopic application in damping for civil engineering. The study is...
Guaranteeing the use of Shape Memory Alloys (SMA) in mitigation of extreme load effects requires a d...
WOSInternational audienceMost of civil engineering cable structures are subjected to potential damag...
Guaranteeing the use of Shape Memory Alloys (SMA) in mitigation of extreme load effects requires a d...
This paper focuses on introducing and investigating the performance of a new passive control device ...
The singular properties of Shape Memory Alloys (SMA), which are due to a thermoelastic martensitic t...
Excessive ductility demand on shorter piers is a common problem for irregular bridges subjected to s...