Shaking table tests on reinforced concrete frames without and with passive control systems (original) (raw)

Seismic Control Of Structures Using Shape Memory Alloys

2016

Although there has been an increase in the use of concentrically braced frame systems , damage during past earthquakes suggests that braced systems may perform poor due to limited ductility and energy dissipation , failure of the connection between the braces and the frame and asymmetric behavior of the brace in tension and compression. One way of improving the performance of CBF systems in terms of limiting inter story drifts is the use of innovative materials in the bracing system. Shape Memory Alloys (SMAs) are a novel functional material which can exhibit little residual strains under cycles of loading and unloading even after passing the yield zone. They have the ability to remember a predetermined shape even after severe deformations which enable them to be widely used in numerous applications in the area of smart materials or intelligent materials. In this study, the behaviour of steel braced frames and SMA braced frames are compared by performing time history analysis. The e...

Practical Earthquake Protection of Multi-Story Buildings Using Shape Memory Alloy (SMA) Braces

International Journal of Scientific Research in Civil Engineering, 2018

Shape memory alloys (SMAs) are unique materials well suited to be used in structural earthquake engineering applications. The uniqueness arises from two specific behaviors known as shape memory effect and superelasticity, and the suitability is mainly because of the superelastic behavior. Superelastic SMAs can be used as braces to protect structures against earthquakes, both for earthquake-resistant design and anti-seismic retrofit purposes. This paper reports on an applied research in this field, including also a case study. The case study building is a typical 4-story residential building with steel braced frames, located in Khorramshahr, Iran. Direct displacement-based design method is followed for the calculation of the dimensions of SMA elements. The superelastic behavior of SMAs is simulated through the phenomenological modeling, verified by experimental evaluations. Seismic performances are studied in details and it is shown that such an application is feasible and effective....

Seismic Control of Steel Structures with Shape Memory Alloys

Shape Memory Alloys (SMA's) are able to reach very large recoverable strains. They have found their means into many inventive applications including seismic structural control. Due to their recentering capability as well as damping capacity, SMA materials are favorable for use in earthquake applications. The main idea of this research is the simultaneous use of SMA elements in different phases and steel elements is structural systems, in order to utilize each favorable characteristics. Damping capacity of Martensite phase of the SMA will leave residual strains in structure which is in contrast with the recentering characteristic of Austenite phase of the SMA. Therefore an attentive arrangement will be required in order to get the best structural performance. In this article an initiative was taken for arranging different states of SMA materials in structures as bracing elements in order to reach the best feasible performance.

Seismic fragility analyses of steel building frames installed with superelastic shape memory alloy dampers: Comparison with yielding dampers

Journal of Intelligent Material Systems and Structures, 2019

Smart materials such as shape memory alloys have unique material properties that can potentially mitigate earthquake hazards on the built environment. Implementation of shape memory alloy-based devices on building structures should incorporate two key factors: (1) distinct mechanical features of the devices and (2) inherent large uncertainty stemming from material properties, building geometry, and ground motions. This study conducts seismic fragility analyses of steel building frames installed with superelastic shape memory alloy dampers, which enable both factors to be appropriately considered. First, a thermomechanical constitutive model is utilized to capture all essential characteristics of the shape memory alloy damper. Next, a probabilistic seismic analysis framework is developed to obtain the seismic demands of three critical engineering demand parameters (i.e. peak interstory drift ratio, residual drift ratio, and top floor acceleration) of the building when subjected to mo...