3D BASIS Origins, Novel Developments and Its Impact in Real Projects Around the World

作者: Satish Nagarajaiah

DOI: 10.1007/978-3-319-06394-2_2

关键词:

摘要: Origins and development of 3D-BASIS (3-Dimensional BASe Isolated Structures) was initially envisioned by the need for an efficient tool nonlinear dynamic analysis three-dimensional base isolated structures, particularly in solving highly bidirectional stick-slip hysteretic response a collection sliding isolation bearings resulting superstructure, as this not available at that time. The primary challenge to solve behavior friction bearings—modeled using differential equation (Bouc-Wen Model) due its efficiency representing constant Coulomb or variable velocity depended very small yield displacement during stick phase high tangential stiffness followed phase—and stiff equations. A is compounded when biaxial-friction modeled, wherein even traditional method Gear’s equations breaks down—a problem vexing research team University Buffalo trying answer novel pseudo-force solution algorithm along with semi-implicit Runge-Kutta difficult problem. procedure needed primarily system consisting (1) and/or elastomeric bearings, (2) fluid dampers, (3) other energy dissipation devices, while superstructure represented three dimensional model appropriately condensed (where only master nodes center mass floor are retained). This chapter describes origins, impact.

参考文章(31)
Tathagata Ray, Andrei M. Reinhorn, Enhanced Smooth Hysteretic Model with Degrading Properties Journal of Structural Engineering. ,vol. 140, pp. 04013028- ,(2014) , 10.1061/(ASCE)ST.1943-541X.0000798
Y. J. Park, Y. K. Wen, A. H-S. Ang, Random vibration of hysteretic systems under bi-directional ground motions Earthquake Engineering & Structural Dynamics. ,vol. 14, pp. 543- 557 ,(1986) , 10.1002/EQE.4290140405
Satish Nagarajaiah, Xiaohong Sun, Base-Isolated FCC Building: Impact Response in Northridge Earthquake Journal of Structural Engineering-asce. ,vol. 127, pp. 1063- 1075 ,(2001) , 10.1061/(ASCE)0733-9445(2001)127:9(1063)
P.C. Tsopelas, S. Nagarajaiah, M.C. Constantinou, A.M. Reinhorn, NONLINEAR DYNAMIC ANALYSIS OF MULTIPLE BUILDING BASE ISOLATED STRUCTURES Computers & Structures. ,vol. 50, pp. 47- 57 ,(1994) , 10.1016/0045-7949(94)90436-7
H. H. Rosenbrock, Some general implicit processes for the numerical solution of differential equations The Computer Journal. ,vol. 5, pp. 329- 330 ,(1963) , 10.1093/COMJNL/5.4.329
Daniel M. Fenz, Michael C. Constantinou, Modeling Triple Friction Pendulum Bearings for Response-History Analysis Earthquake Spectra. ,vol. 24, pp. 1011- 1028 ,(2008) , 10.1193/1.2982531
MASARU KIKUCHI, IAN D. AIKEN, AN ANALYTICAL HYSTERESIS MODEL FOR ELASTOMERIC SEISMIC ISOLATION BEARINGS Earthquake Engineering & Structural Dynamics. ,vol. 26, pp. 215- 231 ,(1997) , 10.1002/(SICI)1096-9845(199702)26:2<215::AID-EQE640>3.0.CO;2-9
Michalakis Constantinou, Anoop Mokha, Andrei Reinhorn, Teflon Bearings in Base Isolation II: Modeling Journal of Structural Engineering-asce. ,vol. 116, pp. 455- 474 ,(1990) , 10.1061/(ASCE)0733-9445(1990)116:2(455)
Daniel M. Fenz, Michael C. Constantinou, Spherical sliding isolation bearings with adaptive behavior: Theory Earthquake Engineering & Structural Dynamics. ,vol. 37, pp. 163- 183 ,(2008) , 10.1002/EQE.751
Satish Nagarajaiah, Andrei M. Reinhorn, Michalakis C. Constantinou, Experimental Study of Sliding Isolated Structures with Uplift Restraint Journal of Structural Engineering. ,vol. 118, pp. 1666- 1682 ,(1992) , 10.1061/(ASCE)0733-9445(1992)118:6(1666)