<http://experiment.worldcat.org/entity/work/data/59113717.nt> <http://rdfs.org/ns/void#inDataset> <http://purl.oclc.org/dataset/WorldCat/Works> .
<http://experiment.worldcat.org/entity/work/data/59113717.nt> <http://schema.org/about> <http://worldcat.org/entity/work/id/59113717> .
<http://experiment.worldcat.org/entity/work/data/59113717#Topic/stabwerk> <http://schema.org/name> "Stabwerk." .
<http://experiment.worldcat.org/entity/work/data/59113717#Topic/stabwerk> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://schema.org/Topic> .
<http://experiment.worldcat.org/entity/work/data/59113717#Topic/statik> <http://schema.org/name> "Statik." .
<http://experiment.worldcat.org/entity/work/data/59113717#Topic/statik> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://schema.org/Topic> .
<http://worldcat.org/entity/work/id/59113717> <http://schema.org/workExample> <http://www.worldcat.org/oclc/439073601> .
<http://worldcat.org/entity/work/id/59113717> <http://schema.org/creator> <http://worldcat.org/entity/person/id/2642948599> .
<http://worldcat.org/entity/work/id/59113717> <http://schema.org/workExample> <http://www.worldcat.org/oclc/72321536> .
<http://worldcat.org/entity/work/id/59113717> <http://schema.org/workExample> <http://www.worldcat.org/oclc/609180820> .
<http://worldcat.org/entity/work/id/59113717> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://schema.org/CreativeWork> .
<http://worldcat.org/entity/work/id/59113717> <http://schema.org/about> <http://experiment.worldcat.org/entity/work/data/59113717#Topic/stabwerk> .
<http://worldcat.org/entity/work/id/59113717> <http://schema.org/author> <http://worldcat.org/entity/person/id/2642948599> .
<http://worldcat.org/entity/work/id/59113717> <http://www.w3.org/1999/02/22-rdf-syntax-ns#type> <http://schema.org/Book> .
<http://worldcat.org/entity/work/id/59113717> <http://schema.org/about> <http://experiment.worldcat.org/entity/work/data/59113717#Topic/statik> .
<http://worldcat.org/entity/work/id/59113717> <http://schema.org/name> "Einführung in die Berechnung der statisch unbestimmten ebenen Stabwerke" .