Pages that link to "Item:Q3129600"
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The following pages link to A unified matrix approach for nonlinear analysis of steel frames subjected to wind or earthquakes (Q3129600):
Displaying 7 items.
- Nonlinear dynamic analysis based on experimental data of RC telecommunication towers subjected to wind loading (Q610112) (← links)
- A mixed finite element for three-dimensional nonlinear analysis of steel frames (Q704458) (← links)
- Nonlinear analysis of steel frameworks through direct modification of member stiffness properties (Q1776383) (← links)
- Seismic response of stepped frame-shear wall structures by using numerical method (Q1971280) (← links)
- Second-order inelastic dynamic analysis of 3-D steel frames (Q2458809) (← links)
- Design of steel frames for specified seismic member ductility via inverse eigenmode formulation (Q3141433) (← links)
- Nonlinear dynamic buckling of thin-walled beam-columns under ground excitations (Q3197465) (← links)