...Zhan Zhang; Yuanyuan Cao; Liwei Wu; Ying Zhang; Yikang Li To investigate the seismic performance of prefabricated concrete-filled circular steel tubular T-shaped column–composite beam frame joints, six full-scale prefabricated T-shaped joint frame specimens were designed and fabricated...

...Xuan Guo; Zhanfeng Zhang; Zhiwei Yu; Shiyu Tian; Bengang Wu; Zhonggen Xu; Yongqi Hu In this study, the mechanical behaviour of bolted timber joints with slotted-in steel plates was investigated experimentally, comparing flat plates with innovative corrugated plates, both with and without carbon...

...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...

...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...

...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...

...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...

... of the nails, corresponding to the yield point, was found to be 705.2 MPa. 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 sheathing-to-framing...

.... 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 MOMENTS DISTRIBUTION METHODS CLOSED FORM REPRESENTATION EQUATIONS ENDS BEAMS CONTINUOUS PLANE FRAMES MEMBERS JOINTS GIRDERS STRUCTURAL FRAMEWORK ANALYSIS SIMPLE CASE STUDIES Moment distribution method: closedform representation Proc. Instn Civ. Engrs...

...M M K LEE; A LLEWELYN PARRY; A L PARRY © Thomas Telford and ICE 1999 WALES UNIVERSITY SWANSEA OFFSHORE STRUCTURES T JOINTS JOINTS TUBULAR RINGS STIFFENED STRENGTH PREDICTION MODELS THEORY THEORETICAL STIFFNESS RESEARCH ASSESSMENT STRUCTURAL PLATFORMS STATIC...

...A KERMANI; H C C GOH © Thomas Telford and ICE 1999 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...

...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...

... of structural timber connection systems can 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...

...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...

... and speed of erection as the principal objectives. The proposed method is based on steel construction technology using end-plate highstrength bolting, and takes into account the low tolerance and low ductility characteristics of concrete. Rigid and semi-rigid joints were tested and showed ductile response...

...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...