Справочник Пользователя для Bentley 2006
1.16.7 Support Displacement Load
1 - 65
1.16.8 Loading on Elements
65
1.17 Load Generator
67
1.17.1 Moving Load Generator
67
1.17.2 Seismic Load Generator based on UBC, IBC and other
codes 68
1.17.3 Wind Load Generator
69
1.18 Analysis Facilities
70
1.18.1 Stiffness Analysis
70
1.18.2 Second Order Analysis
75
1.18.2.1 P-Delta Analysis
75
1.18.2.2 Imperfection Analysis
77
1.18.2.3 Non Linear Analysis
77
1.18.2.4 Multi-Linear Analysis
77
1.18.2.5 Tension / Compression Only Analysis
78
1.18.2.6 Nonlinear Cable/Truss Analysis
78
1.18.3 Dynamic Analysis
81
1.18.3.1 Solution of the Eigenproblem
81
1.18.3.2 Mass Modeling
81
1.18.3.3 Damping Modeling
83
1.18.3.4 Response Spectrum Analysis
83
1.18.3.5 Response Time History Analysis
84
1.18.3.6 Steady State and Harmonic Response
86
1.19 Member End Forces
88
1.19.1 Secondary Analysis
93
1.19.2 Member Forces at Intermediate Sections
93
1.19.3 Member Displacements at Intermediate Sections
93
1.19.4 Member Stresses at Specified Sections
94
1.19.5 Force Envelopes
94
1.20 Multiple Analyses
95
1.21 Steel/Concrete/Timber Design
96
1.22 Footing Design
96
1.23 Printing Facilities
96
1.24 Plotting Facilities
97
1.25 Miscellaneous Facilities
97
1.26 Post Processing Facilities
1 - 98
Section 2 American Steel Design
2 -
2.1 Design Operations
2 - 1
2.2 Member Properties
2
2.2.1 Built - in Steel Section Library
2
2.3 Allowables per AISC Code
7
2.3.1 Tension Stress
7
2.3.2 Shear Stress
7
2.3.3 Stress Due To Compression
7
2.3.4 Bending Stress
7
2.3.5 Combined Compression and Bending
9
2.3.6 Singly Symmetric Sections
2 - 9