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Carmen Sandhaas

Dr.ir. Carmen Sandhaas

Wissenschaftliche Mitarbeiterin
Tel.: +49 721 608-43660
Fax: +49 721 608-44081
Carmen SandhaasHcg9∂kit edu

Holzbau und Baukonstruktionen
Karlsruher Institut für Technologie (KIT)
Geb. 10.86, Zimmer 110
Otto-Ammann-Platz 5
D-76131 Karlsruhe



Veröffentlichungen (seit 2010)


2017
Nailed joints: Investigation on parameters for the Johansen Model.
Sandhaas, C.; Görlacher, R.
2017. Proceedings of the International Network on Timber Engineering Research (INTER) : Meeting 50, Kyoto, Japan, 28-31 August. Ed.: R. Görlacher, 95-109, Timber Scientific Publishing, Karlsruhe
Steel-to-timber connections : Failure of laterally loaded dowel-type fasteners.
Blass, H. J.; Sandhaas, C.; Meyer, N.
2017. Proceedings of the International Network on Timber Engineering Research, Inter 2017, Meeting 50, Kyoto, Japan, 28th - 31st August 2017. Ed.: R. Görlacher, Timber Scientific Publishing, Karlsruhe
Innovative timber building systems: comparative testing and modelling of earthquake behaviour [in press].
Sandhaas, C.; Schädle, P.; Ceccotti, A.
2017. Bulletin of earthquake engineering, 1-25. doi:10.1007/s10518-017-0264-x
Nailed joints: Investigation on parameters for the Johansen Model.
Sandhaas, C.; Görlacher, R.
2017. Proceedings of the Conference of COST Action FP1402 - International Conference on Connections in Timber Engineering - From Research to Standards - Graz, Austria, September 13-15, 2017. Ed.: P. Dietsch, 64-78, Verlag der Technischen Universität Graz, Graz
Timber Engineering - Principles for Design.
Blaß, H. J.; Sandhaas, C.
2017. KIT Scientific Publishing, Karlsruhe. doi:10.5445/KSP/1000069616
Modelling of steel-timber composite connections: Validation of finite element model and parametric study.
Hassanieh, A.; Valipour, H. R.; Bradford, M. A.; Sandhaas, C.
2017. Engineering structures, 138, 35-49. doi:10.1016/j.engstruct.2017.02.016
Joint properties and earthquake behaviour of buildings made from dowel-laminated timber.
Sandhaas, C.; Schädle, P.
2017. 16th World Conference of Earthquake Engineering (WCEE), 09. - 13.01.2017, Santiago de Chile, paper-ID 3379
Strength and stiffness of timber joints with very high strength steel dowels.
Sandhaas, C.; Kuilen, J.-W. G. van de.
2017. Engineering structures, 131, 394-404. doi:10.1016/j.engstruct.2016.10.046
2016
Yield moment of nails.
Sandhaas, C.; Mergny, E.
2016. International Network on Timber Engineering Research, INTER : proceedings, meeting 49, Graz, Austria, 16 - 19 August 2016. Ed.: Rainer Görlacher, 393-395, Timber Scientific Publishing, KIT Holzbau und Baukonstruktionen, Karlsruhe
Buildings made of dowel-laminated timber: joint and shear wall properties.
Sandhaas, C.
2016. WCTE 2016 : World Conference on Timber Engineerng, CD-ROM proceedings, August 22-25, 2016, Vienna, Austria. Ed.: W. Winter, TU, Wien
Seismic vulnerability of Borbone masonry reinforced with timber frames.
Ruggieri, N.; Sandhaas, C.; Ceccotti, A.
2016. Historical Earthquake-Resistant Timber Frames in the Mediterranean Area - HEaRT 2015. Ed.: H. Cruz. Part 2, 193-204, Springer, Berlin. doi:10.1007/978-3-319-39492-3_16
Ingenieurholzbau - Grundlagen der Bemessung.
Blaß, H. J.; Sandhaas, C.
2016. KIT Scientific Publishing, Karlsruhe. doi:10.5445/KSP/1000054023
2015
A proposal for a procedure to evaluate the seismic vulnerability of historic timber frame buildings.
Ceccotti, A.; Sandhaas, C.
2015. Historical Earthquake-Resistant Timber Frames in the Mediterranean Area. Ed.: N. Ruggieri, 105-118, Springer International Publishing, Cham. doi:10.1007/978-3-319-16187-7_9
2014
Critical discussion on properties of beech LVL.
Sandhaas, C.; Frese, M.
2014. note INTER Meeting 47, 351-354
Steel-to-timber joints with very high strength steel dowels using spruce, beech and azobé.
Van de Kuilen, J. W. G.; Sandhaas, C.; Blass, H. J.
2014. Materials and Joints in Timber Structures. Ed.: S. Aicher, 157-165, Springer, Berlin. doi:10.1007/978-94-007-7811-5_15
2013
Material model for wood.
Sandhaas, C.; van de Kuilen, J. W. G.
2013. Heron, 58 (2-3), 179-199
SOFIE project - 3D shaking table test on a seven-storey cross-laminated timber building.
Ceccotti, A.; Sandhaas, C.; Okabe, M.; Yasumura, M.; Minowa, C.; Kawai, N.
2013. Earthquake Engineering and Structural Dynamics, 42 (13), 2003-2021. doi:10.1002/eqe.2309
Embedment tests parallel-to-grain and ductility aspects using various wood species.
Sandhaas, C.; Ravenshorst, G. J. P.; Blass, H. J.; Van de Kuilen, J. W. G.
2013. European Journal of Wood and Wood Products, 71 (5), 599-608. doi:10.1007/s00107-013-0718-z
2012
Erdbebenverhalten von mehrgeschossigen Gebäuden aus Brettsperrholz.
Sandhaas, C.
2012. Karlsruher Tage 2012 - Holzbau : Forschung für die Praxis, Karlsruhe, 04. Oktober - 5. Oktober 2012 . Hrsg.: R. Görlacher, 65-75, KIT Scientific Publishing, Karlsruhe
A 3D constitutive wood model using the concepts of continuum damage mechanics.
Sandhaas, C.; Van de Kuilen, J.-W.; Blaß, H. J.
2012. Proceedings of the 6th European Congress on Computational Methods in Applied Sciences and Engineering ECCOMAS 2012, 10-14 September, Vienna, Austria., 1-18, University of Technology, Wien
Constitutive model for wood based on continuum damage mechanics.
Sandhaas, C.; Van de Kuilen, J.-W.; Blaß, H. J.
2012. Proceedings of the 12th World Conference on Timber Engineering WCTE 2012, 15-19 July, Auckland, New Zealand. Ed.: P. Quenneville, 159-167
Dreidimensionales nichtlinear-elastisches Materialmodell für Holz unter Berücksichtigung der Schädigung.
Sandhaas, C.
2012. Doktorandenkolloquium Holzbau Forschung + Praxis : Stuttgart, 12./13. März 2012. Hrsg.: U. Kuhlmann, 171-176, Univ., Stuttgart
Earthquake resistance of multi-storey massive timber buildings.
Sandhaas, C.; Ceccotti, A.
2012. Proceedings of Forum Bois Construction, March 08-09, 2012, Beaune, France, Block B2, 12 S., Forum Holzbau, CH-Biel
2010
Holz und Erdbeben – eine gute Kombination? Über die Erdbebentauglichkeit von Holzbauten.
Sandhaas, C.
2010. KONstruktiv, Zeitschrift der Bundeskammer der Architekten und Ingenieurkonsulenten, Österreich, 279 (4), 38-39
Double-shear timber joints with high strength steel dowels.
Sandhaas, C.; De Vries, P. A.; Kuilen, J. W. G. van de.
2010. 11th World Conference of Timber Engineering WCTE, 1846-1851
Erdbebensicherheit von mehrgeschossigen Massivholzbauten.
Sandhaas, C.; Ceccotti, A.
2010. 3. Forum Holzbau Energie EBH Köln
Comparison with measuring method of internal storey drift on shaking table test of seven-storey X-Lam building.
Okabe, M.; Ceccotti, A.; Yasumura, M.; Minowa, C.; Kawai, N.; Sandhaas, C.; Shimizu, H.
2010. 11th World Conference of Timber Engineering WCTE
Seismic performance of X-lam buildings: the Italian SOFIE project.
Ceccotti, A.; Sandhaas, C.; Yasumura, M.
2010. 9th US National and 10th Canadian Conference on Earthquake Engineering
Seismic behaviour of multistorey cross-laminated timber buildings.
Ceccotti, A.; Sandhaas, C.; Yasumura, M.
2010. International Convention of Society of Wood Science and Technology (SWST) and United Nations Economic Commission for Europe – Timber Committee (UNECE-TC)
A proposal for a standard procedure to establish the seismic behaviour factor q of timber buildings.
Ceccotti, A.; Sandhaas, C.
2010. 11th World Conference of Timber Engineering WCTE, 3604-3614
Embedment tests parallel-to-grain and ductility in tropical hardwood species.
Sandhaas, C.; Van de Kuilen, J.-W.; Blass, H. J.; Ravenshorst, G.
2010. Proceedings of the 11th World Conference on Timber Engineering, June 20-24, 2010, Riva del Garda, Trento, Italy. WCTE 2010. Vol. I. Ed.: A. Ceccotti, 163-164, Riva del Garda, Italy
2009
Erdbebengerechtes Bauen – von der Forschung in die Praxis.
Sandhaas, C.; Ceccotti, A.
2009. Holzbautag Biel 09
Analysis of X-lam panel-to panel connections under monotonic and cyclic loading.
Sandhaas, C.; Boukes, J.; Kuilen, J. W. G. V. de; Ceccotti, A.
2009. CIB-W18 Meeting 42 Paper 42-12-2
2008
Approaches for numerical modelling of timber joints.
Sandhaas, C.; Kuilen, J. W. G. van de.
2008. Doktorandenkolloquium
2006
Projekt SOFIE – Erdbebenverhalten von Häusern aus XLAM.
Sandhaas, C.
2006. 5. Grazer Holzbaufachtagung
Quasi-static and pseudo-dynamic tests on X-lam walls and buildings.
Lauriola, M. P.; Sandhaas, C.
2006. Proceedings Meeting COST ACTION E29
Which seismic behaviour factor for multi-storey buildings made of cross-laminated wooden panels?.
Ceccotti, A.; Yasumura, M.; Minowa, C.; Lauriola, M. P.; Follesa, M.; Sandhaas, C.
2006. CIB-W18 Meeting 39, Paper 39-15-2
SOFIE Project - Cyclic tests on cross-laminated wooden panels.
Ceccotti, A.; Lauriola, M. P.; Pinna, M.; Sandhaas, C.
2006. 9th World Conference of Timber Engineering (WCTE), 805-812
SOFIE Project - Test results on the lateral resistance of cross-laminated wooden panels.
Ceccotti, A.; Lauriola, M. P.; Follesa, M.; Sandhaas, C.
2006. 1st European Conference on Earthquake Engineering and Seismology (ECEES)
Seismic behaviour of historic timber-frame buildings in the Italian Dolomites.
Ceccotti, A.; Faccio, P.; Nart, M.; Sandhaas, C.; Simeone, P.
2006. 15th International Symposium ICOMOS International Wood Committee, 1-16