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| 1 | Seismic response of skewed RC box-girder bridges显示文摘It is critical to ensure the functionality of highway bridges after earthquakes to provide access to important facilities.Since the 1971 San Fernando earthquake,there has been a better understanding of the seismic performance of bridges.Nonetheless,there are no detailed guidelines addressing the performance of skewed highway bridges.Several parameters affect the response of skewed highway bridges under both service and seismic loads which makes their behavior complex.Therefore,there is a need for more research to study the effect of skew angle and other related factors on the performance of highway bridges.This paper examines the seismic performance of a three-span continuous concrete box girder bridge with skew angles from 0 to 60 degrees,analytically.Finite element (FE) and simplified beam-stick (BS) models of the bridge were developed using SAP2000.Different types of analysis were considered on both models such as:nonlinear static pushover,and linear and nonlinear time history analyses.A comparison was conducted between FE and BS,different skew angles,abutment support conditions,and time history and pushover analysis.It is shown that the BS model has the capability to capture the coupling due to skew and the significant modes for moderate skew angles.Boundary conditions and pushover load profile are determined to have a major effect on pushover analysis.Pushover analysis may be used to predict the maximum deformation and hinge formation adequately. | Ahmed Abdel-Mohti Gokhan Pekcan | 2008 | Earthquake Engineering and Engineering Vibration2008，7，4： | 4 |
| 2 | Response of a 2-story test-bed structure for the seismic evaluation of nonstructural systems显示文摘A full-scale,two-story,two-by-one bay,steel braced-frame was subjected to a number of unidirectional ground motions using three shake tables at the UNR-NEES site.The test-bed frame was designed to study the seismic performance of nonstructural systems including steel-framed gypsum partition walls,suspended ceilings and fire sprinkler systems.The frame can be configured to perform as an elastic or inelastic system to generate large floor accelerations or large inter story drift,respectively.In this study,the dynamic performance of the linear and nonlinear test-beds was comprehensively studied.The seismic performance of nonstructural systems installed in the linear and nonlinear test-beds were assessed during extreme excitations.In addition,the dynamic interactions of the test-bed and installed nonstructural systems are investigated. | Siavash Soroushian E. “Manos” Maragakis Arash E. Zaghi Esmaeel Rahmanishamsi Ahmad M. Itani Gokhan Pekcan | 2016 | Earthquake Engineering and Engineering Vibration2016，15，1： | 3 |
| 3 | The website design and intemet site marketing practices of upscale and luxury hotels in Turkey 显示文摘 | Baloglu S Pekcan Y A | 2006 | Tourism Management2006，27，1： | 1 |
| 4 | Rocking Wall- Frame Structures with Supplemental Tendon Systems 显示文摘 | Ajrab J J Pekcan G Mander J B | 2004 | Journal of Structural Engineering2004，130，： | 1 |
| 5 | Fundamental con- siderations for the design of non-linear viscous dampers显示文摘 | PEKCAN G MANDER J B CHEN S S | 1999 | Earthquake Engineering and Structural Dynamics1999，28，11： | 1 |
| 6 | Damage avoidance design of special truss moment frames with energy dissipating devices显示文摘 | Pekcan G Linke C Itani A | 2009 | Journal of Constructional Steel Research2009，65，6： | 1 |
| 7 | Rocking wall-frame structures with supplemental tendon systems 显示文摘 | Ajrab J J Pekcan G Mander J B | 2004 | Journal of Structural Engineering2004，130，6： | 1 |
| 8 | The web design and Internet site marketing practices of upscale and luxury hotels in Turkey显示文摘 | Baloglu S Pekcan Y A | | 0，，： | 1 |
| 9 | Rocking Wall-Frame Structures with Supplemental Tendon Systems 显示文摘 | Ajrab J J Pekcan G Mander J B | 2004 | Journal of Structural En- gineering2004，，130： | 1 |
| 10 | Rocking Wall-frameStructures with Supplemental Tendon Systems 显示文摘 | Ajrab J J Pekcan G Mander J B | 2004 | Journal of Structural Engineering2004，130，6： | 1 |
| 11 | Damage avoidance design of special truss moment frames with energy dissipating devices显示文摘 | Pekcan G Linke C Itani A | 2009 | Joumal of Constructional Steel Research2009，65，6： | 1 |
| 12 | Metal ion templated chemo-sensor for metal ions based on fluorescence quenching显示文摘 | Giiney O Yilmaz Y Pekcan O | 2002 | Sens Actuators B Chem2002，85，1： | 1 |
| 13 | In situ fluorescence experiments to study swelling and slow release kinetics of disc-shaped poly(methyl methacrylare)made at various crosslinked densities显示文摘 | Yilmaz Y Pekcan 0 | 1998 | Polymer1998，39，12： | 1 |
| 14 | Fundamental Considerations for the Design of Non-linear Viscous Damper 显示文摘 | Pekcan G Mander JB Chen SS | 1999 | Earthquake Engineering and Structural Dynamics1999，28，： | 1 |
| 15 | Lattice heterogeneities at various crosslinked contents-a gel swelling study 显示文摘 | Pekcan O Kara S | 2000 | Polymer2000，41，16： | 1 |
| 16 | Fast transient flurescence technique for monitoring free-radical crosslinking copolymerization of styrene with various divinylbenzene contents显示文摘 | Pekcan O Kaya D | | 0，，： | 1 |
| 17 | The website design and internet site marketing practices of upscale and luxury hotels in Turkey 显示文摘 | and performance 2002 13 (2): BALOGLU S PEKCAN Y A | 2006 | Tourism Management2006，27，1： | 1 |
| 18 | The website design and Internet site marketing practices of upscale and luxury hotels in Turkey显示文摘 | Baloglu S Pekcan Y A (2006) | 2006 | Tourism Management2006，，： | 1 |
| 19 | A bat-inspired algorithm for structural optimization显示文摘 | Hasancebi O Teke T Pekcan O | 2013 | Computers and Structures2013，128，： | 1 |
| 20 | Synergistic Effect of the Locust Bean Gam on the Thermal Phase Transitions of k-carrageenan Gels显示文摘 | Ertan Arda Selim Kara Onder Pekcan | 2009 | Food Hydrocolloids2009，23，2： | 1 |
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