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| 1 | Seismic behavior of concrete filled steel tubular arch structures显示文摘Shaking table tests of a 1:10 scale arch model performed to investigate the seismic behavior and resistance of concrete filled steel tubular (CFT) arch structures are described in this paper. The El-Centro record and Shanghai artificial wave were adopted as the input excitation. The entire test process can be divided into three stages depending on the lateral brace configurations, i.e., fully (five) braced, two braces removed, and all braces removed. A total of 46 tests, starting from the elastic state to failure condition, have been conducted. The natural vibration frequencies, responses of acceleration,displacement and strain were measured. From the test results, it is demonstrated that the CFT arch structures are capable of resisting severe ground motions and that CFT arches offer a credible alternative to reinforced concrete arches, especially in regions of high seismic intensity. | 熊峰 Sashi K Kunnath 刘浩吾 | 2005 | Earthquake Engineering and Engineering Vibration2005，4，1： | 3 |
| 2 | Acomputational tool for seismic performance of reinforcedconcrete buildings 显示文摘 | KUNNATH S K REINHORN A M ABEL J F | 1992 | Computers and Structures Elsevier1992，41，1： | 1 |
| 3 | Effect of near-fauh vertical ground motions on seismic response of highway overcrossings 显示文摘 | Kunnath S K Erduran E Chai Y H | 2008 | Bridge Engineering2008，13，3： | 1 |
| 4 | Nonlinear u- niaxial material model for reinforcing steel bars 显示文摘 | Kunnath S K Heo Y Mohle J F | 2009 | Journal of Structural Engineering2009，134，4： | 1 |
| 5 | Effect of Near-Fault Vertical Ground Motions on Seismic Re sponse of Highway Overcrossings 显示文摘 | Kunnath S K Erduran E Chai Y H | 2008 | Journal of Bridge Engineering2008，13，3： | 1 |
| 6 | Adaptive spectra-based pushover procedure for seismic evaluation of structures 显示文摘 | GUPTA B KUNNATH S K | 2000 | Earthquake Spectra2000，16，2： | 1 |
| 7 | Fatigue behavior of reinforced concrete beams with corroded steel reinforce- ment 显示文摘 | Yi W J Kunnath S K Sun X D | 2010 | ACI Structural Journal2010，107，5： | 1 |
| 8 | Effect of local details and yield ratio on behavior of FR steel connections 显示文摘 | EI-Tawil S Mikesell T Kunnath S K | 2000 | Journal of Structural Engineering ASCE2000，126，1： | 1 |
| 9 | Effects of fling step and forward directivity on seismic response of buildings 显示文摘 | Kalkan E Kunnath S K | 2006 | Earthquake Spectra2006，22，2： | 1 |
| 10 | Nonlinear uniaxial material model for reinforcing steel bars 显示文摘 | Kunnath S K Heo Y A Mohle J F | 2009 | Journal of Structural Engineering2009，135，4： | 1 |
| 11 | Low cycle fatigue failure of reinforcing steel bars 显示文摘 | BROWN J KUNNATH S K | 2004 | Acimaterials Journal2004，101，6： | 1 |
| 12 | Adaptive spectra- based pushover procedure for seismic evaluation of structures 显示文摘 | GUPTA B KUNNATH S K | 2000 | Earthquake Spectra2000，2，2： | 1 |
| 13 | Analytical Modeling of Inelastic Seismic Response of R/C Structures 显示文摘 | KUNNATH S K REINHORN A M PARK Y J | 1990 | Journal of Structural Engineer-ing1990，116，4： | 1 |
| 14 | Evaluation of seismic deformation demands using non-linear procedures in multistory steel and concrete moment frames显示文摘 | Kunnath S K Kalkan E | 2004 | ISET Journal of Earthquake Technology2004，41，1： | 1 |
| 15 | Adaptive Speetra-Based Pushover Procedure for Seismic Evaluation of Structures显示文摘 | Gupta B Kunnath S K | 2000 | Earthquake Spectra2000，16，2： | 1 |
| 16 | Cumulative seismic damage of circular bridge columns:Benchmark and low-cycle fatigue tests显示文摘 | El-Bahy A Kunnath S K Stone W | 1999 | ACIStructural Journal1999，96，4： | 1 |
| 17 | Adaptive SpectraBased Pushover Procedure for Seismic Evaluation of Structures 显示文摘 | Balram Gupta EERI M Kunnath Sashi K | 2000 | Earthquake Spectra2000，16，2： | 1 |
| 18 | Simplified nonlinear response simulation of composite steel–concrete beams and CFST columns显示文摘 | Huiling Zhao Sashi K. Kunnath Yong Yuan | 2010 | Engineering Structures2010，，9： | 1 |
| 19 | Influence of Soil-foundation structure Interaction on Seismic Response of The 1-880 Via duct显示文摘 | Jeremic B Kunnath S Xiong F | 2004 | Eng Structures2004，26，： | 1 |
| 20 | Cumulative damage-based inelastic cyclic demand spectrum 显示文摘 | Kunnath S K Chai Y H | 2004 | Earthquake Engineering & Structural Dynamics2004，33，4： | 1 |
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