Structural behaviour of improved WUF-B joints with longitudinally profiled plates

[1]  Wensu Chen,et al.  Impact behavior of beam-column joint with geometric imperfections at weld root , 2022, Engineering Structures.

[2]  Meng Wang,et al.  Seismic performance of steel frame with replaceable low yield point steel connection components and the effect of structural fuses , 2021, Journal of Building Engineering.

[3]  Sam-Young Noh,et al.  Comparison of progressive collapse resistance capacities of steel ordinary and intermediate moment frames considering different connection details , 2021 .

[4]  Dongkeun Lee,et al.  Partially restrained beam-column weak-axis moment connections of low-rise steel structures , 2020 .

[5]  Dongdong Xu,et al.  Elastic buckling analysis of rectangular longitudinally profiled (LP) steel plates under uniform compression , 2020 .

[6]  F. Bijlaard,et al.  Flexural strength and rotation capacity of welded I-section steel beams with longitudinally profiled flanges , 2020, Journal of Constructional Steel Research.

[7]  Xu Xie,et al.  Study on the Prediction Method of the Ultra-Low-Cycle Fatigue Damage of Steel , 2020, Applied Sciences.

[8]  Yuanqing Wang,et al.  Study of stainless steel bolted extended end-plate joints under seismic loading , 2019, Thin-Walled Structures.

[9]  Sam-Young Noh,et al.  Evaluation of Progressive Collapse Resistance of Steel Moment Frames Designed with Different Connection Details Using Energy-Based Approximate Analysis , 2018, Sustainability.

[10]  Yuyin Wang,et al.  Deformation behavior at SLS of welded I-section steel beams with longitudinally profiled flanges , 2018, Journal of Constructional Steel Research.

[11]  Tobias Lehnert,et al.  Special heavy plates and steel solutions for bridge building , 2017 .

[12]  Gang Shi,et al.  Experimental study of ultra-large capacity end-plate joints , 2017 .

[13]  Yongjiu Shi,et al.  Experimental study on mechanical properties and fracture toughness of structural thick plate and its butt weld along thickness and at low temperatures , 2013 .

[14]  Yuanqing Wang,et al.  Analysis on shear behavior of high-strength bolts connection , 2011 .

[15]  Y. Fukumoto,et al.  Experimental investigation for seismic performance of framed structures having longitudinally profiled plates , 2008 .

[16]  G. Deierlein,et al.  Cyclic Void Growth Model to Assess Ductile Fracture Initiation in Structural Steels due to Ultra Low Cycle Fatigue , 2007 .

[17]  G. Deierlein,et al.  Finite-Element Simulation of Ductile Fracture in Reduced Section Pull-Plates Using Micromechanics-Based Fracture Models , 2007 .

[18]  Y. Fukumoto,et al.  Innovative Use of Profiled Steel Plates for Seismic Structural Performance , 2005 .

[19]  Cheng-Chih Chen,et al.  Evaluation of reinforced connections between steel beams and box columns , 2004 .

[20]  James M. Ricles,et al.  INELASTIC CYCLIC TESTING OF WELDED UNREINFORCED MOMENT CONNECTIONS , 2002 .

[21]  Vitelmo V. Bertero,et al.  Experimental Evaluation of Plate-Reinforced Steel Moment-Resisting Connections , 2002 .

[22]  Jacques Brozzetti,et al.  Design development of steel-concrete composite bridges in France , 2000 .

[23]  Kazuo Inoue,et al.  Classification of damage to steel buildings observed in the 1995 Hyogoken-Nanbu earthquake , 1998 .

[24]  Stephen A. Mahin,et al.  Lessons from damage to steel buildings during the Northridge earthquake , 1998 .

[25]  Duane K. Miller.  LESSONS LEARNED FROM THE NORTHRIDGE EARTHQUAKE , 1998 .

[26]  Andrew J. Zekany,et al.  Dogbone connection: Part II , 1996 .

[27]  Michel Bruneau,et al.  Seismic design of steel buildings: Lessons from the 1995 Hyogo-ken Nanbu earthquake , 1996 .

[28]  Michel Bruneau,et al.  Performance of steel structures during the 1994 Northridge earthquake , 1995 .