Results 181 to 190 of about 36,027 (199)

Experimental and numerical validation of a new design for three-dimensional semi-rigid composite joints

Engineering Structures, 2013
BEATRIZ Gil, Rufino Goni, Eduardo Bayo   +2 more
exaly  

Joint assembly for flexible and semi-rigid pipe

Sealing Technology, 2005
openaire   +1 more source

Effects of interface slip and semi-rigid joint on elastic seismic response of steel-concrete composite frames

Central South University, 2010
Lizhong Jiang, Jiang Li-Zhong
exaly  

Dynamic behaviour and seismic design method of a single-layer reticulated shell with semi-rigid joints

Thin-Walled Structures, 2017
Huihuan Ma, Zhiwei Shan
exaly  

Numerical analyses of semi-rigid joints subjected to bending with and without axial force

Journal of Constructional Steel Research, 2013
Huihuan Ma, Zhenggang Cao
exaly  

Reliability of welded semi-rigid beam to column joints

2005
U ovom radu prikazano je probabilističko vrednovanje metode komponenta za proračun djelomično nepopustljivih zavarenih priključaka nosač-stup, kao i probabilističko vrednovanje provedenih laboratorijskih ispitivanja. Laboratorijska ispitivanja provedena su na šest nominalno istih uzoraka zavarenih priključaka nosač-stup (IPE 240 – HE 200 A), izrađenih ...
openaire   +1 more source

The Effects of a Semi-Rigid Brace or Taping on Talocrural and Subtalar Kinematics in Chronic Ankle Instability

Foot and Ankle Specialist, 2014
Takumi Kobayashi, Kazuyoshi Gamada
exaly  

Mechanical performance of an improved semi-rigid joint system under bending and axial forces for aluminum single-layer reticulated shells

Thin-Walled Structures, 2019
Huihuan Ma, Zhiwei Yu
exaly  

Research on the Semi‐rigid Joint with T‐stub in Beam‐to‐Column Connection: Suggestion for Initial Rotational Stiffness Formula

Ce/Papers, 2019
Yong-Qiang Xia, Nan Xiao
exaly  

Composite Semi-Rigid Joints Optimization with Genetic Algorithms

Civil-Comp Proceedings, 2011
F.B. Ramires, S.A.L. de Andrade, P.C.G. da S. Vellasco, L.R.O. de Lima   +3 more
openaire   +1 more source