Probabilistic seismic performance evaluation of composite frames with concrete-filled steel tube columns and buckling-restrained braces
暂无分享,去创建一个
[1] Hamid Valipour,et al. Experimental study of sustainable high strength steel flush end plate beam-to-column composite joints with deconstructable bolted shear connectors , 2016 .
[2] Zhan Wang,et al. Effect of non‐moment braced frame seismic deformations on buckling‐restrained brace end connection behavior: Theoretical analysis and subassemblage tests , 2016 .
[3] En-Feng Deng,et al. Experimental study on seismic performance of double-level yielding buckling-restrained braced concrete frames , 2020 .
[4] L. Chen,et al. Cyclic experimental and analytical studies of buckling-restrained braces with various gusset connections , 2018 .
[5] Kuo-Wei Liao,et al. Probabilistic seismic performance evaluation of steel moment frame using high-strength and high-ductility steel , 2018, Construction and Building Materials.
[6] Ebrahim Tahmasebi. Damage Analysis of Steel Concentrically Braced Frame Systems under Seismic Conditions , 2016 .
[7] Jingfeng Wang,et al. Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudo-dynamic testing , 2017 .
[8] C. Baniotopoulos,et al. Pseudo-dynamic response and analytical evaluation of blind bolted CFT frames with BRBs , 2020 .
[9] B. Uy,et al. Experimental and numerical behaviour of blind bolted flush endplate composite connections , 2019, Journal of Constructional Steel Research.
[10] Haitao Wang,et al. Cyclic Experimental Behavior of CFST Column to Steel Beam Frames with Blind Bolted Connections , 2018, International Journal of Steel Structures.
[11] Chen Quan,et al. A novel brace with partial buckling restraint: An experimental and numerical investigation , 2017 .
[12] Yuyin Wang,et al. Study of buckling-restrained braces with concrete infilled GFRP tubes , 2019, Thin-Walled Structures.
[13] C. Baniotopoulos,et al. Seismic design and pseudo-dynamic tests of blind-bolted CFT frames with buckling-restrained braces , 2019 .
[14] Chun-Lin Wang,et al. Experimental and numerical studies on hysteretic behavior of all-steel bamboo-shaped energy dissipaters , 2018, Engineering Structures.
[15] Subhash C. Goel,et al. Performance-Based Plastic Design: Earthquake-Resistant Steel Structures , 2008 .
[16] Subhash C. Goel,et al. A Seismic Design Lateral Force Distribution Based on Inelastic State of Structures , 2007 .
[17] Jingfeng Wang,et al. Cyclic testing of steel beam blind bolted to CFST column composite frames with SBTD concrete slabs , 2017 .
[18] Canxing Qiu,et al. Testing of Buckling-Restrained Braces with Replaceable Steel Angle Fuses , 2018 .
[19] Stefano Lenci,et al. Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy) , 2019, Journal of Building Engineering.
[20] Bin Wu,et al. A novel type of angle steel buckling‐restrained brace: Cyclic behavior and failure mechanism , 2011 .
[21] Gaetano Manfredi,et al. Experimental tests on full‐scale RC unretrofitted frame and retrofitted with buckling‐restrained braces , 2012 .
[23] Kihak Lee,et al. Seismic assessment of damaged piloti‐type RC building subjected to successive earthquakes , 2014 .
[24] Chun-Lin Wang,et al. Effect of the unbonding materials on the mechanic behavior of all-steel buckling-restrained braces , 2016 .
[25] Viswanath Kammula,et al. Application of hybrid‐simulation to fragility assessment of the telescoping self‐centering energy dissipative bracing system , 2014 .
[27] Yong Lu,et al. Seismic response tests and analytical assessment of blind bolted assembly CFST frames with beam-connected SPSWs , 2019, Engineering Structures.
[28] Lin-Hai Han,et al. Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC) , 2005 .
[29] C. Allin Cornell,et al. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .
[30] Junxian Zhao,et al. Experimental performance of buckling-restrained braces with steel cores of H-section and half-wavelength evaluation of higher-order local buckling , 2017 .
[32] Yuanjie Li,et al. Performance-Based Design and Optimization of Buckling Restrained Knee Braced Truss Moment Frame , 2014 .
[33] Keh-Chyuan Tsai,et al. Pseudo‐dynamic test of a full‐scale CFT/BRB frame—Part II: Seismic performance of buckling‐restrained braces and connections , 2008 .
[34] F. Mazzolani,et al. PLASTIC DESIGN OF SEISMIC RESISTANT STEEL FRAMES , 1997 .
[35] Bruce R. Ellingwood,et al. Quantifying and communicating uncertainty in seismic risk assessment , 2009 .
[36] Jerome F. Hajjar,et al. Mixed Finite-Element Modeling of Rectangular Concrete-Filled Steel Tube Members and Frames under Static and Dynamic Loads , 2010 .