Pages that link to "Item:Q1045482"
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The following pages link to Theoretical analysis and numerical simulation on behaviour properties of large span cable-supported structures under fire conditions (Q1045482):
Displaying 3 items.
- On sequentially coupled thermo-elastic stochastic finite element analysis of the steel skeletal towers exposed to fire (Q1658617) (← links)
- Criteria of limiting temperature and parametric analysis of the large deflection behavior for fully restrained steel beams in fire (Q2321244) (← links)
- Elasto-Plastic Bearing Capacity of Four Types of Single-Layer Reticulated Shell Structures Under Fire Hazards (Q2972376) (← links)