Pages that link to "Item:Q1992618"
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The following pages link to Seismic response of long-span triple-tower suspension bridge under random ground motion (Q1992618):
Displaying 6 items.
- An effective and practical method for solving an unnegligible problem inherent in the current calculation model for multi-support seismic analysis of structures (Q617225) (← links)
- Stochastic finite element analysis of long-span bridges with CFRP cables under earthquake ground motion (Q707936) (← links)
- Fragility analysis of bridges under ground motion with spatial variation (Q873021) (← links)
- Vibration test and analysis of laoshan bicycle gymnasium for the olympic games under multi-support excitations (Q954333) (← links)
- Stochastic dynamic response of short-span highway bridges to spatial variation of blasting ground vibration (Q1732833) (← links)
- Seismic response of power transmission tower-line system subjected to spatially varying ground motions (Q1958858) (← links)