@inproceedings{UibelBlass2010,
  author    = {Uibel, Thomas and Blaß, Hans Joachim},
  title     = {A new method to determine suitable spacings and distances for self-tapping screws},
  series = {Meeting ... / International Council for Research and Innovation in Building and Construction, Working Commission W18 - Timber Structures},
  volume    = {43},
  booktitle = {Meeting ... / International Council for Research and Innovation in Building and Construction, Working Commission W18 - Timber Structures},
  publisher = {Lehrstuhl f{\"u}r Ingenieurholzbau und Baukonstruktionen},
  address   = {Karlsruhe},
  issn      = {1864-1784},
  year      = {2010},
  abstract  = {The determination of spacing, edge and end distance requirements for self-tapping screws requires numerous and comprehensive insertion tests. Yet the results of such tests cannot be transferred to other types of screws or even to screws of different diameter because of differences in shape or geometry. To reduce the effort of insertion tests a new method was developed which allows the estimation of required spacings, distances and timber thickness.},
  language  = {en}
}
@article{ThelenPaschmannHamelmann2010,
  author    = {Thelen, Jan and Paschmann, Hans and Hamelmann, Dirk},
  title     = {Zielsichere Herstellung und Anwendung von Fl{\"u}ssigboden},
  series = {bi-UmweltBau},
  journal   = {bi-UmweltBau},
  pages     = {48 -- 49},
  year      = {2010},
  language  = {de}
}
@inproceedings{RisseBolleMueller2010,
  author    = {Risse, Henry and Bolle, Friedrich-Wilhelm and M{\"u}ller, Karsten},
  title     = {Energiebilanzen und -potenziale von Abwasseranlagen : Vorstellung neuer Untersuchungsvorhaben in NRW},
  series = {11. K{\"o}lner Kanal- und Kl{\"a}ranlagen-Kolloquium am 29. und 30. Sept. 2010. Aachener Schriften zur Stadtentw{\"a}sserung ASS. Bd. 14},
  booktitle = {11. K{\"o}lner Kanal- und Kl{\"a}ranlagen-Kolloquium am 29. und 30. Sept. 2010. Aachener Schriften zur Stadtentw{\"a}sserung ASS. Bd. 14},
  publisher = {Ges. zur F{\"o}rderung der Siedlungswasserwirtschaft an der RWTH Aachen},
  address   = {Aachen},
  isbn      = {978-3-938996-07-2},
  pages     = {27/1 -- 27/16},
  year      = {2010},
  language  = {de}
}
@article{NabilPetersonSchmidtetal.2010,
  author    = {Nabil, F. and Peterson, Leif Arne and Schmidt, A. and Geerdes, D.},
  title     = {Die Holzkuppel des Neuen Palais in Potsdam},
  series = {Bauingenieur},
  volume    = {85},
  journal   = {Bauingenieur},
  number    = {8},
  publisher = {Springer-VDI-Verlag},
  address   = {D{\"u}sseldorf},
  issn      = {0005-6650},
  pages     = {324 -- 330},
  year      = {2010},
  language  = {de}
}
@book{Mueller2010,
  author    = {M{\"u}ller, Karsten},
  title     = {Bedarfsorientierte Instandhaltung von Kanalisationen},
  publisher = {IRB Verl.},
  address   = {Stuttgart},
  isbn      = {978-3-8167-8060-1},
  pages     = {123 S. : Ill., graph. Darst., Kt.},
  year      = {2010},
  language  = {de}
}
@article{KuhnhenneDoeringKockeretal.2010,
  author    = {Kuhnhenne, Markus and D{\"o}ring, Bernd and Kocker, Ronald and Pyschny, Dominik and Feldmann, Markus},
  title     = {Die {\"O}kobilanz als Baustein der Nachhaltigkeitsbewertung im Industrie- und Gewerbebau},
  series = {Stahlbau},
  volume    = {79},
  journal   = {Stahlbau},
  number    = {6},
  publisher = {Ernst \& Sohn},
  address   = {Berlin},
  issn      = {1437-1049 (E-Journal); 0038-9145 (Print)},
  doi       = {10.1002/stab.201001336},
  pages     = {439 -- 447},
  year      = {2010},
  abstract  = {Im Herbst 2009 wurde das "Deutsche G{\"u}tesiegel Nachhaltiges Bauen" f{\"u}r die Geb{\"a}udetypen Industriebauten und Handelsbauten offiziell vorgestellt. Die {\"O}kobilanz als wichtiger Baustein der Nachhaltigkeitsbewertung wird somit auch im Industrie- und Gewerbebau zuk{\"u}nftig stark an Bedeutung gewinnen. Der vorliegende Beitrag beinhaltet einen Vergleich der Umweltleistung verschiedener Bauweisen des Industrie- und Gewerbebaus, die durch die {\"O}kobilanzierung quantifizierbar wird, anhand von momentan verf{\"u}gbaren Daten und Methoden. Es werden ausgew{\"a}hlte Ergebnisse sowie vorhandene Unsicherheiten und daraus resultierender Forschungsbedarf aufgezeigt.},
  language  = {de}
}
@article{KuhnhenneDoeringFeldmann2010,
  author    = {Kuhnhenne, Markus and D{\"o}ring, Bernd and Feldmann, Markus},
  title     = {Grunds{\"a}tze und L{\"o}sungen zur W{\"a}rmebr{\"u}ckenreduktion im Metallleichtbau},
  series = {Stahlbau},
  volume    = {79},
  journal   = {Stahlbau},
  number    = {5},
  publisher = {Ernst \& Sohn},
  address   = {Berlin},
  issn      = {1437-1049 (E-Journal); 0038-9145 (Print)},
  doi       = {10.1002/stab.201001330},
  pages     = {345 -- 355},
  year      = {2010},
  abstract  = {Die Anforderungen an das energiesparende Bauen sind mit der Einf{\"u}hrung der Energieeinsparverordnung (EnEV) 2009 auch im Industrie- und Gewerbebau deutlich versch{\"a}rft worden. Einen wesentlichen Beitrag zur Energieeinsparung liefert die Minimierung des Transmissionsw{\"a}rmetransfers. Analysiert man Geb{\"a}udeh{\"u}llen in Metallleichtbauweise stellt man fest, dass eine Erh{\"o}hung der W{\"a}rmed{\"a}mmst{\"a}rke allein noch nicht zielf{\"u}hrend ist, zus{\"a}tzlich sind W{\"a}rmebr{\"u}ckeneffekte zu ber{\"u}cksichtigen und deren Einfl{\"u}sse auf die W{\"a}rmetransmission zu reduzieren. Neben der Bedeutung f{\"u}r die Energieeinsparung ist eine w{\"a}rmetechnisch optimierte Detailausbildung auch erforderlich, um einen ausreichenden Feuchteschutz (Vermeidung von Tauwasser und Schimmelpilz) zu realisieren und so Sch{\"a}den zu vermeiden. Ein wichtiges Hilfsmittel stellt hierzu der vom Industrieverband f{\"u}r Bausysteme im Metallleichtbau (IFBS) herausgegebene W{\"a}rmebr{\"u}ckenatlas der Metall-Sandwichbauweise dar.},
  language  = {de}
}
@inproceedings{KirschMarcher2010,
  author    = {Kirsch, Ansgar and Marcher, Thomas},
  title     = {Numerical prediction of time-dependent rock swelling based on an example of a major tunnel project in Ontario/Canada},
  series = {Numerical methods in geotechnical engineering : (NUMGE 2010) : proceedings of the seventh European Conference on Numerical Methods in Geotechnical Engineering, Trondheim, Norway, 2 - 4 June 2010 / ed. by Thomas Benz ...},
  booktitle = {Numerical methods in geotechnical engineering : (NUMGE 2010) : proceedings of the seventh European Conference on Numerical Methods in Geotechnical Engineering, Trondheim, Norway, 2 - 4 June 2010 / ed. by Thomas Benz ...},
  publisher = {Taylor and Francis},
  address   = {London},
  organization    = {European Conference on Numerical Methods in Geotechnical Engineering <7, 2010, Trondheim>},
  isbn      = {978-0-415-59239-0},
  pages     = {297 -- 302},
  year      = {2010},
  language  = {en}
}
@inproceedings{Kirsch2010,
  author    = {Kirsch, Ansgar},
  title     = {Numerical investigation of the face stability of shallow tunnels in sand},
  series = {Numerical methods in geotechnical engineering : (NUMGE 2010) : proceedings of the seventh European Conference on Numerical Methods in Geotechnical Engineering, Trondheim, Norway, 2 - 4 June 2010 / ed. by Thomas Benz ...},
  booktitle = {Numerical methods in geotechnical engineering : (NUMGE 2010) : proceedings of the seventh European Conference on Numerical Methods in Geotechnical Engineering, Trondheim, Norway, 2 - 4 June 2010 / ed. by Thomas Benz ...},
  publisher = {Taylor and Francis},
  address   = {London},
  organization    = {European Conference on Numerical Methods in Geotechnical Engineering <7, 2010, Trondheim>},
  isbn      = {978-0-415-59239-0},
  pages     = {779 -- 784},
  year      = {2010},
  language  = {en}
}
@article{Kirsch2010,
  author    = {Kirsch, Ansgar},
  title     = {Experimental investigation of the face stability of shallow tunnels in sand},
  series = {Acta Geotechnica},
  volume    = {5},
  journal   = {Acta Geotechnica},
  number    = {1},
  publisher = {Springer},
  address   = {Berlin},
  issn      = {1861-1125},
  doi       = {10.1007/s11440-010-0110-7},
  pages     = {43 -- 62},
  year      = {2010},
  abstract  = {Various models have been proposed for the prediction of the necessary support pressure at the face of a shallow tunnel. To assess their quality, the collapse of a tunnel face was modelled with small-scale model tests at single gravity. The development of the failure mechanism and the support force at the face in dry sand were investigated. The observed displacement patterns show a negligible influence of overburden on the extent and evolution of the failure zone. The latter is significantly influenced, though, by the initial density of the sand: in dense sand a chimney-wedge-type collapse mechanism developed, which propagated towards the soil surface. Initially, loose sand did not show any discrete collapse mechanism. The necessary support force was neither influenced by the overburden nor the initial density. A comparison with quantitative predictions by several theoretical models showed that the measured necessary support pressure is overestimated by most of the models. Those by Vermeer/Ruse and L{\´e}ca/Dormieux showed the best agreement to the measurements.},
  language  = {en}
}