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DOI will be assigned to every published paper at no additional charge. 📢 Call for Papers — Volume 13, Issue 9 (September 2026) | Submission Deadline: September 30, 2026 | Rapid peer review: 2–3 days | Impact Factor: 7.37 (SJIF 2026)

Paper Details

📄 IJAERD-OJS-3229

OPTIMIZATION OF VISCOUS DAMPER PROPERTIES IN R.C.C. FRAME STRUCTURE

Author(s):Pratik M. Vaja, Dr. Vinubhai R. Patel
Institution:PG student, Applied Mechanics and Structural Engineering Department, Faculty of Technology & Engineering, The Maharaja Saiyajirao University of Baroda, Vadodara, India
Published In:Vol. 5, Issue 4 — April 2018
Page No.:1373-1380
Domain:Engineering
Type:Research Paper
ISSN (Online):2348-4470
ISSN (Print):2348-6406
Abstract

Conventionally, the structures are designed to resist dynamic forces through the combination of strength,deformability and the energy absorption. These structures deform well beyond elastic limit in a severe earthquake. The extentof damage the earthquake may cause to the structure may depend on severity of the earthquake, distance from the epicenterand many other factors. The damage can be reduced by proper analysis and design of the structure. To avoid the damage ofthe structure due to conventional ductility based design, Structural engineers are working to figure out different alternativesystems that could be robust and can withstand strong motions. Energy dissipation devices is one of the system that work byabsorbing or reflecting a portion of the input energy that would otherwise be transmitted to the structure itself and woulddamage the structure. In such situations structural control techniques are more promising for earthquake resistant design.The concept of these techniques is to absorb the vibration energy of the structure and hence reduce the stresses in thestructure. Fluid Viscous Dampers when used in the structure in high seismic areas, reduces the vibration, displacement andthe stresses induced by both the wind and the earthquakes. In the present study the effectiveness of the fluid viscous damperin reducing the stresses and the deflections in a structure in a seismic event is evaluated analytically for a 6 story structurewhich is symmetrical in plan, modelled and analyzed using E-tabs 2016 software. The earthquake loads are defined as per IS1893-2016 (part 1). To analyze the structure static and dynamic methods are adopted. Non Linear time history analysis isdone to obtain the real time deflections and stresses in the actual structure. The results show the procedure that how thevalues of the damping coefficient and the effective stiffness of the brace damper can be arrived at in the E-tabs software. Thisis could be done by the iterative process.

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🕮 How to Cite

Pratik M. Vaja, Dr. Vinubhai R. Patel, “OPTIMIZATION OF VISCOUS DAMPER PROPERTIES IN R.C.C. FRAME STRUCTURE”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 4, pp. 1373-1380, April 2018.

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Vol. 13 | Issue 9
September 2026