Local Effects with Regard to Load Introduction
Left: Real Axial Force Distribution, Right: "Smeared" Normal Force Distribution
Generation of Pre-Deformation with RF-IMP
Global Pre-Deformation of Wall
Consideration of Pre-Deformation for Load Cases or Load Combinations
Bending Moments Resulting from Calculation According to Second- Order Theory
Utilization of Wall Section at Risk of Buckling
Utilizations According to Equivalent Member Method and Calculation According to Second- Order Theory with Different Stiffnesses
Stiffness Modification for Load Cases or Load Combinations
Local Effects with Regard to Load Introduction
Left: Real Axial Force Distribution, Right: "Smeared" Normal Force Distribution
Generation of Pre-Deformation with RF-IMP
Global Pre-Deformation of Wall
Consideration of Pre-Deformation for Load Cases or Load Combinations
Bending Moments Resulting from Calculation According to Second- Order Theory
Utilization of Wall Section at Risk of Buckling
Utilizations According to Equivalent Member Method and Calculation According to Second- Order Theory with Different Stiffnesses
Stiffness Modification for Load Cases or Load Combinations
2024-05-30
009651

Local Effects with Regard to Load Introduction

Used in
2024-05-30
009652
Left: Real Axial Force Distribution, Right: "Smeared" Normal Force Distribution
Used in
2024-05-30
009653
Generation of Pre-Deformation with RF-IMP
Used in
2024-05-30
009654
Global Pre-Deformation of Wall
Used in
2024-05-30
009655
Consideration of Pre-Deformation for Load Cases or Load Combinations
Used in
2024-05-30
009656
Bending Moments Resulting from Calculation According to Second- Order Theory
Used in
2024-05-30
009657
7 - Auslastung des knickgefährdeten Wandabschnitts
Utilization of Wall Section at Risk of Buckling
Used in
2024-05-30
009658
Utilizations According to Equivalent Member Method and Calculation According to Second- Order Theory with Different Stiffnesses
Used in
2024-05-30
009659
9 - Steifigkeitsmodifikation für Lastfälle beziehungsweise Lastkombinationen
Stiffness Modification for Load Cases or Load Combinations
Used in