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Now-a-days we are using static solar panels but this system does not give maximum harvesting of solar energy. In this project, we are presenting the hardware design and implementation of Dual Axis Solar Tracking System that ensures a perpendicular profile of the solar panel with the sun in order to extract maximum energy falling on it. The LDRs do the job of sensing the change in the position of the sun which is dealt by the respective change in the solar panel’s position by switching on and off the DC geared motor. With the implementation of the proposed system the additional energy generated is greater than conventional system with very less consumption by the system itself.

Now-a-days we are using static solar panels but this system does not give maximum harvesting of solar energy. In this project, we are presenting the hardware design and implementation of Dual Axis Solar Tracking System that ensures a perpendicular profile of the solar panel with the sun in order to extract maximum energy falling on it. The LDRs do the job of sensing the change in the position of the sun which is dealt by the respective change in the solar panel’s position by switching on and off the DC geared motor. With the implementation of the proposed system the additional energy generated is greater than conventional system with very less consumption by the system itself.

Now-a-days we are using static solar panels but this system does not give maximum harvesting of solar energy. In this project, we are presenting the hardware design and implementation of Dual Axis Solar Tracking System that ensures a perpendicular profile of the solar panel with the sun in order to extract maximum energy falling on it. The LDRs do the job of sensing the change in the position of the sun which is dealt by the respective change in the solar panel’s position by switching on and off the DC geared motor. With the implementation of the proposed system the additional energy generated is greater than conventional system with very less consumption by the system itself.

Now-a-days we are using static solar panels but this system does not give maximum harvesting of solar energy. In this project, we are presenting the hardware design and implementation of Dual Axis Solar Tracking System that ensures a perpendicular profile of the solar panel with the sun in order to extract maximum energy falling on it. The LDRs do the job of sensing the change in the position of the sun which is dealt by the respective change in the solar panel’s position by switching on and off the DC geared motor. With the implementation of the proposed system the additional energy generated is greater than conventional system with very less consumption by the system itself.

Now-a-days we are using static solar panels but this system does not give maximum harvesting of solar energy. In this project, we are presenting the hardware design and implementation of Dual Axis Solar Tracking System that ensures a perpendicular profile of the solar panel with the sun in order to extract maximum energy falling on it. The LDRs do the job of sensing the change in the position of the sun which is dealt by the respective change in the solar panel’s position by switching on and off the DC geared motor. With the implementation of the proposed system the additional energy generated is greater than conventional system with very less consumption by the system itself.

Now-a-days we are using static solar panels but this system does not give maximum harvesting of solar energy. In this project, we are presenting the hardware design and implementation of Dual Axis Solar Tracking System that ensures a perpendicular profile of the solar panel with the sun in order to extract maximum energy falling on it. The LDRs do the job of sensing the change in the position of the sun which is dealt by the respective change in the solar panel’s position by switching on and off the DC geared motor. With the implementation of the proposed system the additional energy generated is greater than conventional system with very less consumption by the system itself.

Now-a-days we are using static solar panels but this system does not give maximum harvesting of solar energy. In this project, we are presenting the hardware design and implementation of Dual Axis Solar Tracking System that ensures a perpendicular profile of the solar panel with the sun in order to extract maximum energy falling on it. The LDRs do the job of sensing the change in the position of the sun which is dealt by the respective change in the solar panel’s position by switching on and off the DC geared motor. With the implementation of the proposed system the additional energy generated is greater than conventional system with very less consumption by the system itself.

Now-a-days we are using static solar panels but this system does not give maximum harvesting of solar energy. In this project, we are presenting the hardware design and implementation of Dual Axis Solar Tracking System that ensures a perpendicular profile of the solar panel with the sun in order to extract maximum energy falling on it. The LDRs do the job of sensing the change in the position of the sun which is dealt by the respective change in the solar panel’s position by switching on and off the DC geared motor. With the implementation of the proposed system the additional energy generated is greater than conventional system with very less consumption by the system itself.

Design of earthquake resistant structures requires both ductility and stiffness. Lateral force resisting systems such as moment resisting frames and braced frames are conventional and have unexceptional performance. Structures subjected to earthquake forces are vulnerable to collapse and large lateral displacement. This leads us to focus on limiting this displacement. Energy Dissipating Devices (EDD) provided at appropriate locations in a building are an effective solution in reducing the seismic energy. The mathematical formulation of MDOF systems are solved by using New mark Beta implicit step by step integration method. The entire study is focused on time domain form only. The structural output results are measured in terms of structural displacement, absolute acceleration, storey shear force and base shear. The analytical investigation is being carried out for the blast load parametric prediction. In the present study, the effective blast resistant technique for the protection of structural components could also been suggested.

Design of earthquake resistant structures requires both ductility and stiffness. Lateral force resisting systems such as moment resisting frames and braced frames are conventional and have unexceptional performance. Structures subjected to earthquake forces are vulnerable to collapse and large lateral displacement. This leads us to focus on limiting this displacement. Energy Dissipating Devices (EDD) provided at appropriate locations in a building are an effective solution in reducing the seismic energy. The mathematical formulation of MDOF systems are solved by using New mark Beta implicit step by step integration method. The entire study is focused on time domain form only. The structural output results are measured in terms of structural displacement, absolute acceleration, storey shear force and base shear. The analytical investigation is being carried out for the blast load parametric prediction. In the present study, the effective blast resistant technique for the protection of structural components could also been suggested.

Design of earthquake resistant structures requires both ductility and stiffness. Lateral force resisting systems such as moment resisting frames and braced frames are conventional and have unexceptional performance. Structures subjected to earthquake forces are vulnerable to collapse and large lateral displacement. This leads us to focus on limiting this displacement. Energy Dissipating Devices (EDD) provided at appropriate locations in a building are an effective solution in reducing the seismic energy. The mathematical formulation of MDOF systems are solved by using New mark Beta implicit step by step integration method. The entire study is focused on time domain form only. The structural output results are measured in terms of structural displacement, absolute acceleration, storey shear force and base shear. The analytical investigation is being carried out for the blast load parametric prediction. In the present study, the effective blast resistant technique for the protection of structural components could also been suggested.

Design of earthquake resistant structures requires both ductility and stiffness. Lateral force resisting systems such as moment resisting frames and braced frames are conventional and have unexceptional performance. Structures subjected to earthquake forces are vulnerable to collapse and large lateral displacement. This leads us to focus on limiting this displacement. Energy Dissipating Devices (EDD) provided at appropriate locations in a building are an effective solution in reducing the seismic energy. The mathematical formulation of MDOF systems are solved by using New mark Beta implicit step by step integration method. The entire study is focused on time domain form only. The structural output results are measured in terms of structural displacement, absolute acceleration, storey shear force and base shear. The analytical investigation is being carried out for the blast load parametric prediction. In the present study, the effective blast resistant technique for the protection of structural components could also been suggested.

Design of earthquake resistant structures requires both ductility and stiffness. Lateral force resisting systems such as moment resisting frames and braced frames are conventional and have unexceptional performance. Structures subjected to earthquake forces are vulnerable to collapse and large lateral displacement. This leads us to focus on limiting this displacement. Energy Dissipating Devices (EDD) provided at appropriate locations in a building are an effective solution in reducing the seismic energy. The mathematical formulation of MDOF systems are solved by using New mark Beta implicit step by step integration method. The entire study is focused on time domain form only. The structural output results are measured in terms of structural displacement, absolute acceleration, storey shear force and base shear. The analytical investigation is being carried out for the blast load parametric prediction. In the present study, the effective blast resistant technique for the protection of structural components could also been suggested.