...Baosheng Zhu; Xingchen Kuang This paper presents a comprehensive analysis of a newly developed dog-bone flange weakened beam–column joint, specifically designed for high-rise construction to enhance seismic resistance and facilitate post-disaster recovery. The joint incorporates replaceable energy...

...Song Gao; Weigang Zhao; Kaize Xie The mechanical behaviour of novel CHC joints in prefabricated subway stations (PSSs) is not yet fully understood. The impact of CHC joints on the mechanical performance of large-span column-free PSSs was thus investigated in this work. Experiments and numerical...

...Xingzhong Nong, BSc; Bao Xiang, MEng; Juyang Wu, MEng; Xianli Ding, MEng; Weigang Zhao, PhD; Song Gao, PhD The CHC joint is a steel–concrete composite insert-type joint, which has been successfully implemented at Shenzhen Pingxi station in China, and has advantages in terms of construction...

...Wang Zhang, PhD; Shang Sun, MSc; Qingqing Xiong, PhD; Yansheng Du, PhD; Yan Wang, MSc In this study, a macro joint model was developed to evaluate the progressive collapse resistance of L-shaped columns composed of concrete-filled steel tube (L-CFST) frames, accounting for joint performance...

...Kang Ma, PhD; Jiaqi Wei, MSc; Huawei Li, MSc; Qingke Nie, MSc; Mingqian Zhang, MSc; Ruoyang Wu, PhD; Qingxin Zhao, PhD; Haifeng Yu, PhD; Zhuo Wang, MSc; Sha Li, PhD This paper presents experimental investigations on the joints of concrete frame beams and columns with 20% coal ash slag replacing...

...Xingzhong Nong; Bao Xiang; Xianli Ding; Weigang Zhao; Lihua Zhai Joints are pivotal components in prefabricated station technology, requiring development to meet diverse requirements such as site conditions, safety, stability, operability and waterproofing. CHC joints, while addressing...

... in nail diameter and an increase in the edge distance of the nail in both the LBL and the OSB. 30 09 2022 08 02 2024 Emerald Publishing Limited: All rights reserved 2024 bamboo biomaterials joints laminated bamboo lumber (LBL) nail oriented strand board (OSB) shear strength...

.... The research involved field reconnaissance surveys through rapid visual screening to understand the structural configuration. Laboratory testing was then conducted to evaluate the mechanical properties, joint characteristics and interfacial resistance of timber and stones. The results from the field survey...

...N A JASIM; A A KARIM © Thomas Telford and ICE 1999 BASRA UNIVERSITY MOMENTS DISTRIBUTION METHODS CLOSED FORM REPRESENTATION EQUATIONS ENDS BEAMS CONTINUOUS PLANE FRAMES MEMBERS JOINTS GIRDERS STRUCTURAL FRAMEWORK ANALYSIS SIMPLE CASE STUDIES Moment distribution...

...P E KASSABIAN; Z YOU; S PELLEGRINO © Thomas Telford and ICE 1999 FLINT & NEILL CAMBRIDGE UNIVERSITY STRUCTURES ROOFS RETRACTABLE LATTICE BEAMS JOINTS CYLINDRICAL PANELS MEMBRANES FOLDING DESIGN KINEMATICS SHAPE BUILDINGS FRAMEWORK PROPERTIES TWO DIMENSIONAL RODS...

...M M K LEE; A LLEWELYN PARRY; A L PARRY WALES UNIVERSITY SWANSEA OFFSHORE STRUCTURES T JOINTS JOINTS TUBULAR RINGS STIFFENED STRENGTH PREDICTION MODELS THEORY THEORETICAL STIFFNESS RESEARCH ASSESSMENT STRUCTURAL PLATFORMS STATIC PARAMETRIC STUDIES AXIAL LOADS INTERNAL...

...A KERMANI; H C C GOH NAPIER UNIVERSITY TIMBER JOINTS MULTI NAILED LOADS SLIPS CHARACTERISTICS RESEARCH SEMI RIGID NAILED WOOD NAILS RIGIDITY LOADING CARRYING NAILING SHEAR CONFIGURATION CONNECTIONS DEFORMATION MODELS SIMULATION FAILURES DESIGN METHODS STRUCTURES...

... be categorized into ve generic types: concealed bonded-in rods, concealed bonded-in plates, adhesive bonded surface contact joints, timber connectors within lapped joints and dowel-type connections. Keywords: buildings, structure & design; reviews; timber structures Introduction The environmental bene ts...

... SEMI RIGID JOINTS RESPONSES DESIGN TENSION TRANSFER BOLTS REINFORCEMENT TESTS ENERGY ABSORPTION CAPACITY REVERSIBLE CYCLIC LOADING LOADS PRESTRESSING CREEP Prestressed bolting in precast Proc. Instn Civ. Engrs Structs & concrete beam column connection Bldgs, 1998, 128, May, 144 153...

...A NADJAI; P KIRBY © Thomas Telford and ICE 1998 ULSTER UNIVERSITY SHEFFIELD UNIVERSITY STEEL FRAMES COLLAPSE INFILLED SEMI RIGID CONNECTIONS PANELS RESPONSES FORCES LATERAL LIMIT ANALYSIS DESIGN METHODS STRENGTH STIFFNESS JOINTS BEHAVIOUR MOMENTS ROTATION BEAMS...

...T H HYDE; H FESSLER; Y A KHALID The effect of cracks at one saddle on the static strength of die cast tin lead alloy T-, Y- and YT-tubular joints T. H. Hyde, BSc(Eng), MSc, PhD, DSc, CEng, FDMechE, FIM, H. Fessler, BSc(Eng), MSc, PhD, CEng, FIMechE, and Y. A. Khalid, BSc, MSc, PhD Proc. Instn Civ...

...R P OJDROVIC; M S ZARGHAMEE; CHARPY © Thomas Telford and ICE 1997 SIMPSON GUMPERTZ & HEGER SAC JOINT VENTURE STRUCTURAL ENGINEERS ASSOCIATION CALIFORNIA EARTHQUAKES STEEL FRACTURE MOMENTS CONNECTIONS BRITTLE FRAMES FAILURES MODES WELDS DEFECTS TOUGHNESS TESTING...

...B BOSE; G K YOUNGSON; Z M WANG; EUROCODE 3 © Thomas Telford and ICE 1996 ABERTAY UNIVERSITY DUNDEE JOINTS DESIGN RULES EUROCODES APPRAISAL BOLTED ENDS PLATES ENDPLATES EXPERIMENTS TESTS FULL SCALE PROPERTIES MOMENTS RESISTANCE ROTATION STIFFNESS ROTATIONAL CAPACITY...

... APPROXIMATION NON LINEAR STIFFNESS MEASUREMENT PREDICTION LOADS LOADING EQUATIONS MOMENTS ROTATION RESPONSES VALIDATION JOINTS ACTION The linear relationship between connection moment and connection rotationin the above equation has been plotted in Fig. 4 as the frame response line...

... FIBRES REINFORCED PORTAL TIES JOINTS ISOLATION CONTROL SEALING TOLERANCES WEARING SURFACES PERFORMANCE CRACKING ABRASION RESISTANCE WILLIAMSON 236 frequency of any dynamic loads such as Table l . Load classes and typical maximum critical loadings fork-lift truck movements. Load class...