Pages that link to "Item:Q967784"
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The following pages link to Numerical damage assessment of haghia sophia Bell tower by nonlinear FE modeling (Q967784):
Displaying 6 items.
- Dynamic behavior of a masonry civic belfry under operational conditions (Q608978) (← links)
- Ambient vibration-based system identification of a medieval masonry bastion for health assessment using nonlinear analyses (Q1662832) (← links)
- A new adaptive approach of the Metropolis-Hastings algorithm applied to structural damage identification using time domain data (Q2174719) (← links)
- Dynamic inversion method for the material parameters of a high arch dam and its foundation (Q2310637) (← links)
- Effect of Nonstructural Masses on Civil Structures by CUF-Based Finite Element Models (Q6570675) (← links)
- Derivation of elastic and inelastic characteristics of non-periodic masonry using homogenization techniques and micro-modelling approaches (Q6621884) (← links)