162 resultate
Steel
Exemplu de verificare
Bolts loaded in shear
Bolts
Connection
Concrete
Exemplu de verificare
Lateral stability of long prestressed concrete beams during lifting
Beam
EN (Eurocode)
+1
Concrete
Exemplu de verificare
Pullout behavior of cast-in-place anchors with different embedment depths
Detail 3D
EN (Eurocode)
+1
Concrete
Exemplu de verificare
Comparison of concrete cone failure according to EN 1994-2 and 3D CSFM
Detail 3D
EN (Eurocode)
+3
Steel
Exemplu de verificare
Lateral torsional buckling of open cross-sections with lateral and torsional restraints
Member
EN (Eurocode)
+1
Steel
Exemplu de verificare
Geometrically and materially nonlinear analysis with imperfections (GMNIA) of beams in bending
Member
Buckling
+1
Steel
Tutorial, Exemplu de verificare
Strengthening of longitudinal bracing
Member
EN (Eurocode)
+1
Steel
Exemplu de verificare
SCI Publications P358 and P398 - Design examples
Connection
EN (Eurocode)
+1
Steel
Exemplu de verificare
Concrete in compression
Connection
EN (Eurocode)
Steel
Exemplu de verificare
Winkler subsoil model for foundation pad
EN (Eurocode)
Anchoring
+5
Steel
Exemplu de verificare
Web Side Plate Connection
Connection
AS (Australia)
Steel
Exemplu de verificare
Block shear resistance
IS (India)
CBFEM
+3
Steel
Exemplu de verificare
Verification and validation: Symmetrical angles in compression
Member
Steel
Exemplu de verificare
Stiff Seat Connection
CBFEM
AS (Australia)
Steel
Exemplu de verificare
Column base: Hollow section column
Connection
EN (Eurocode)
Steel
Exemplu de verificare
Prediction of the Connection deformation capacity
Connection
EN (Eurocode)
+3
Steel
Exemplu de verificare
Design of stiffeners in structural steel joints
Connection
Buckling
+1
Steel
Exemplu de verificare
Structural analysis and design of steel connections
Connection
AISC (USA)
+2
Steel
Exemplu de verificare
Slender compressed plate in CBFEM
EN (Eurocode)
Connection
+1
Steel
Exemplu de verificare
Simple and Advanced Models for Connection Design in Steel Structures
Connection
AISC (USA)
+2