A new Proposed Friction Multi-layered Elastomeric Seismic Isolator (FMESI)

Document Type : Research Paper

Authors

1 Associate Professor, Department of Civil Engineering, Faculty of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran

2 M.Sc. of Structural Engineering Department of Civil Engineering, Faculty of Civil Engineering, Babol Noshirvani University of Technology, Babol, Iran

Abstract

Seismic isolation is one of the best-advanced methods for controlling seismic vibrations in buildings, bridges and nuclear facilities. A new Friction Multi-Layer Elastomeric Seismic Isolator (FMESI) has been modeled, analyzed and investigated by ABAQUS finite element analysis software and then, compared to real models. A number of friction cores have been used instead of the lead core therefore, some of the previous isolator problems have been almost resolved. Moreover, Studies show that the proposed isolator provides suitable initial stiffness and acceptable hysteresis behavior under different vertical and horizontal loading conditions and also internal stresses in different layers are acceptable. Also, as a result, , the initial stiffness and overall area of the curves increase, as friction coefficients of the cores increase, although the frictional coefficients must be within a certain range

Keywords


1- Stanton, J. F., Roeder, C. W., Mackenzie-Helnwein, P., White, C., Kuester, C., and Craig, B., 2007, Rotation limits for elastomeric bearings. Washington D.C.: National Cooperative Highway Research Program (NCHRP), Transportation Research Board.
2- Aria, M., and Akbari, R., 2013, Inspection, condition evaluation and replacement of elastomeric bearings in road bridges, Structure and Infrastructure Engineering, Vol.9, No.9, pp.918–934.
3- Buckle, I. G., and Kelly, J. M., 1986, Properties of slender elastomeric isolation bearings during shake table studies of a large-scale model bridge deck. In: Joint sealing and bearing systems for concrete structures, American Concrete Institute, Vol.1, pp. 247–269.
4- Koh, C. G., and Kelly, J. M., 1986, Effects of axial load on elastomeric bearings, Earthquake Engineering Research Center, Rep. UCB/EERC-86/12, University of California, Berkeley.
5- Warn, G. P., and Ryan, K. L, 2012, A review of seismic isolation buildings: historical development and research needs, Buildings, Vol.2, No.3, pp.300-325.
6- Basu, B., Bursi, O. S., and Casciati, F., 2014, A European association for the control of structures joint perspective. Recent studies in civil structural control across Europe, Structural Control and Health Monitoring, Vol.21, No.12, pp.1414-1436.
7- Pan, P., Ye, L. P., and Shi, W., 2012, Engineering practice of seismic isolation and energy dissipation structures in China, Science China Technological Sciences, Vol.55, No.11,pp. 3036-3046.
8- Tyler, R. G., and Robinson, W. H., 1984, High-strain tests on lead rubber bearings for earthquake loadings, Bulletin of the New Zealand National Society Earthquake Engineering, Vol.17, No.2, pp.90-105.
9-Hwang, J. S., Chiou, J. M., and Sheng, L. H., 1996, A refined model for base-isolated bridge with bi-linear hysteretic bearings, Earthquake Spectra, Vol.12, No.2, pp.245-273.
10-Ryan, K. L., Kelly, J. M., and Chopra, A. K., 2004, Experimental observation of axial load effects in isolation bearings, 13th World Conference on Earthquake Engineering, Paper No.1707.
11- Nguyen, H. H., and Tassoulas, J. L., 2010, Directional effects of shear combined with compression on bridge elastomeric bearings, Journal of Bridge Engineering, Vol.15, No.1, pp.73-80.

12- Luca Landi ,G. G., 2016, Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions, Soil Dynamics and Earthquake Engineering ,Vol.81, pp.201-215. 

13- Murat Eröz, 2013, The influence of design parameters on the response of bridges seismically isolated with the Friction Pendulum System (FPS), Engineering Structures, Vol.56, pp.585-599.

14- Murat Eröz, 2008, Bridge seismic response as a function of the Friction Pendulum System (FPS) modeling assumptions, Engineering Structures, Vol.30, pp.3204-3212.

15- Yi-feng, Hao, 2017, Explicit finite element analysis and experimental verification of a sliding lead rubber bearing, Journal of Zhejiang University-SCIENCE A, China, Vol.18, No.5, pp.363-376.
16- Xing, C. X., Wang, H., and Li, A. Q., 2012, Design and experimental verification of a new multi-functional bridge seismic isolation bearing, Journal of Zhejiang University- SCIENCE A (Applied Physics & Engineering), Vol.13, No.12, pp.904-914.
17- SAC (Standardization Administration of the People’s Republic of China), 2006, Rubber Bearings—Part II: Elastomeric Seismic-Protection Isolators for Bridges, GB 20688.2- Standardization Administration of the People’s Republic of China (in Chinese).
18- Constantinou, M. C., Kartoum, A., and Kelly, J. M., 1992, Analysis of compression of hollow circular elastomeric bearings, Engineering Structures, Vol.142, No.2, pp.103-111.