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movares.nl · by the purlins between them, which are spaced m on centre. finite el- ement method calculations were used to assess the stability of the arches with degraded material

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Page 1: movares.nl · by the purlins between them, which are spaced m on centre. finite el- ement method calculations were used to assess the stability of the arches with degraded material
Page 2: movares.nl · by the purlins between them, which are spaced m on centre. finite el- ement method calculations were used to assess the stability of the arches with degraded material
Page 3: movares.nl · by the purlins between them, which are spaced m on centre. finite el- ement method calculations were used to assess the stability of the arches with degraded material
Page 4: movares.nl · by the purlins between them, which are spaced m on centre. finite el- ement method calculations were used to assess the stability of the arches with degraded material
Page 5: movares.nl · by the purlins between them, which are spaced m on centre. finite el- ement method calculations were used to assess the stability of the arches with degraded material