Seismic performance assessment of isolated bridges for different limit states
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[1] Paolo Clemente,et al. Seismic isolation: past, present and the importance of SHM for the future , 2017, Journal of Civil Structural Health Monitoring.
[2] Paolo Castaldo,et al. Seismic fragility and reliability of structures isolated by friction pendulum devices: seismic reliability‐based design (SRBD) , 2017 .
[3] Paolo Castaldo,et al. Optimal design of friction pendulum system properties for isolated structures considering different soil conditions , 2016 .
[4] Paolo Castaldo,et al. Life-cycle cost and seismic reliability analysis of 3D systems equipped with FPS for different isolation degrees , 2016 .
[5] A. M. Halabian,et al. Optimal semi-active control of seismically excited MR-equipped nonlinear buildings using FLC and multi-objective NSGAII algorithms considering ground excitations , 2016, Journal of Civil Structural Health Monitoring.
[6] Luca Landi,et al. Comparison of different models for friction pendulum isolators in structures subjected to horizontal and vertical ground motions , 2016 .
[7] Enrico Tubaldi,et al. Influence of FPS bearing properties on the seismic performance of base‐isolated structures , 2015 .
[8] Paolo Castaldo,et al. Seismic reliability of base-isolated structures with friction pendulum bearings , 2015 .
[9] Lap-Loi Chung,et al. Optimal frictional coefficient of structural isolation system , 2015 .
[10] B. Palazzo,et al. Seismic reliability analysis of base-isolated structures with friction pendulum system , 2014, 2014 IEEE Workshop on Environmental, Energy, and Structural Monitoring Systems Proceedings.
[11] Yongbo Peng,et al. Nonlinear Response of Structures Subjected to Stochastic Excitations via Probability Density Evolution Method , 2014 .
[12] Fevzi Sarıtaş,et al. Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil layers and Support Conditions , 2014 .
[13] N. Fallah,et al. Multi-objective optimal design of sliding base isolation using genetic algorithm , 2012 .
[14] Touraj Taghikhany,et al. Multi-Stage Performance of Seismically Isolated Bridge Using Triple Pendulum Bearings , 2012 .
[15] Michele Barbato,et al. A probabilistic performance-based risk assessment approach for seismic pounding with efficient application to linear systems , 2012 .
[16] Theodore L. Karavasilis,et al. Seismic structural and non-structural performance evaluation of highly damped self-centering and conventional systems , 2011 .
[17] T. T. Soong,et al. Assessment of the separation necessary to prevent seismic pounding between linear structural systems , 2009 .
[18] Reginald DesRoches,et al. Bridge seismic response as a function of the Friction Pendulum System (FPS) modeling assumptions , 2008 .
[19] Chung Bang Yun,et al. Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior , 2007 .
[20] Cornell C. Allin,et al. Seismic reliability analysis of structures , 2007 .
[21] Andrew S. Whittaker,et al. Performance of Seismic Isolation Hardware under Service and Seismic Loading , 2007 .
[22] Julian J. Bommer,et al. Using spectral matched records to explore the influence of strong-motion duration on inelastic structural response , 2007 .
[23] Hirokazu Iemura,et al. Optimum Design of Resilient Sliding Isolation System for Seismic Protection of Equipments , 2007 .
[24] Julian J. Bommer,et al. A State-of-Knowledge Review of the Influence of Strong-Motion Duration on Structural Damage , 2006 .
[25] Eduardo Miranda,et al. Probability-based seismic response analysis , 2005 .
[26] R. S. Jangid. Optimum friction pendulum system for near-fault motions , 2005 .
[27] R. S. Jangid. SEISMIC RESPONSE OF ISOLATED BRIDGES , 2004 .
[28] Anil K. Chopra,et al. Estimation of Seismic Demands on Isolators Based on Nonlinear Analysis , 2004 .
[29] Andrew S. Whittaker,et al. Characterization and Modeling of Friction Pendulum Bearings Subjected to Multiple Components of Excitation , 2004 .
[30] Chunxiang Li,et al. GROUND MOTION DOMINANT FREQUENCY EFFECT ON THE DESIGN OF MULTIPLE TUNED MASS DAMPERS , 2004 .
[31] Juan Carlos de la Llera,et al. Physical model for dynamic analysis of structures with FPS isolators , 2003 .
[32] R. S. Jangid,et al. Seismic response of isolated bridges with soil-structure interaction , 2003 .
[33] Steven R. Winterstein,et al. Probabilistic seismic demand analysis of controlled steel moment‐resisting frame structures , 2002 .
[34] K. Kawashima,et al. Seismic design and retrofit of bridges , 2000 .
[35] R. S. Jangid. Optimum frictional elements in sliding isolation systems , 2000 .
[36] Helmut J. Pradlwarter,et al. Reliability of MDOF-systems with hysteretic devices , 1998 .
[37] Panos Tsopelas,et al. Experimental study of bridge seismic sliding isolation systems , 1996 .
[38] James M. Kelly,et al. Earthquake-Resistant Design with Rubber , 1993 .
[39] M. Shinozuka,et al. Simulation of Stochastic Processes by Spectral Representation , 1991 .
[40] Arnaud Deraemaeker. Dynamics of structures , 1990 .
[41] Stephen A. Mahin,et al. A Simple Pendulum Technique for Achieving Seismic Isolation , 1990 .
[42] Andrei M. Reinhorn,et al. Teflon Bearings in Base Isolation I: Testing , 1990 .
[43] Andrei M. Reinhorn,et al. Teflon Bearings in Base Isolation II: Modeling , 1990 .
[44] Goodarz Ahmadi,et al. Comparative study of base isolation systems , 1989 .
[45] Kiyoshi Kanai,et al. Semi-empirical Formula for the Seismic Characteristics of the Ground , 1957 .
[46] I. Zentner,et al. Generation of spectrum compatible ground motion and its use in regulatory and performance-based seismic analysis , 2014 .
[47] Keith Porter,et al. An Overview of PEER's Performance-Based Earthquake Engineering Methodology , 2003 .
[48] R. S. Jangid,et al. Effects of superstructure flexibility on the response of base-isolated structures , 2003 .
[49] G. D. Manolis,et al. RISK ANALYSIS OF INDUSTRIAL STRUCTURES WITH HAZARDOUS MATERIALS UNDER SEISMIC INPUT , 2002 .
[50] K. Chang,et al. Seismic Performance of Highway Bridges , 2000 .
[51] サイバネットシステム,et al. MATLAB : high-performance numeric computation and visualization software : エクスターナルインタフェースガイド , 1994 .
[52] Masanobu Shinozuka,et al. Simulation of Nonstationary Random Process , 1967 .
[53] H. Tajimi,et al. Statistical Method of Determining the Maximum Response of Building Structure During an Earthquake , 1960 .