TY  - CHAP
A1  - Anic, Filip
A1  - Penava, Davorin
A1  - Guljas, Ivica
A1  - Sarhosis, Vasilis
A1  - Abrahamczyk, Lars
A1  - Butenweg, Christoph
T1  - The Effect of Openings on Out-of-Plane Capacity of Masonry Infilled Reinforced Concrete Frames
T2  - 16th European Conference on Earthquake Engineering, Thessaloniki, 18-21 June, 2018
Y1  - 2018
N1  - Paper No 10168
SP  - 1
EP  - 11
ER  - 
TY  - JOUR
A1  - Michel, Philipp
A1  - Butenweg, Christoph
A1  - Kinkel, Sven
T1  - Pile-grid foundations of onshore wind turbines considering soil-structure-interaction under seismic loading
JF  - Soil Dynamics and Earthquake Engineering
N2  - In recent years, many onshore wind turbines are erected in seismic active regions and on soils with poor load bearing capacity, where pile grids are inevitable to transfer the loads into the ground. In this contribution, a realistic multi pile grid is designed to analyze the dynamics of a wind turbine tower including frequency dependent soil-structure-interaction. It turns out that different foundations on varying soil configurations heavily influence the vibration response. While the vibration amplitude is mostly attenuated, certain unfavorable combinations of structure and soil parameters lead to amplification in the range of the system's natural frequencies. This testifies the need for overall dynamic analysis in the assessment of the dynamic stability and the holistic frequency tuning of the turbines.
Y1  - 2018
U6  - https://doi.org/10.1016/j.soildyn.2018.03.009
SN  - 0267-7261
VL  - 109
SP  - 299
EP  - 311
PB  - Elsevier
CY  - Amsterdam
ER  - 
TY  - JOUR
A1  - Rosin, Julia
A1  - Butenweg, Christoph
A1  - Cacciatore, Pamela
A1  - Boesen, Niklas
T1  - Investigation of the seismic performance of modern masonry buildings during the Emilia Romagna  earthquake  series
T1  - Untersuchungen des seismischen Verhaltens von  modernen Mauerwerksbauten während der  Erdbebenserie in der Emilia Romagna
JF  - Mauerwerk
N2  - The article presents the investigation of the seismic behaviour of a modern URM building located in the municipality of Finale Emilia in province of Modena, Northern Italy. The building is situated in the centre of the series of the 2012 Northern Italy earthquakes and has not suffered any damage during the earthquake series in 2012. The observed earthquake resistance of the building is compared with predicted resistances based on linear and nonlinear design approaches according to Eurocode. Furthermore, probabilistic analyses based on nonlinear calculation models taking into account scattering of the most relevant input parameters are carried out to identify their influence to the results and to derive fragility curves.
Y1  - 2018
U6  - https://doi.org/10.1002/dama.201800013
SN  - 1437-1022
VL  - 22
IS  - 4
SP  - 238
EP  - 250
PB  - Ernst & Sohn
CY  - Berlin
ER  - 
TY  - CHAP
A1  - Birkl, Josef
A1  - Diendorfer, Gerhard
A1  - Kern, Alexander
A1  - Thern, Stephan
T1  - Extremely high lightning peak currents
T2  - 34th International Conference on Ligntning Protection, 02-07 September 2018
Y1  - 2018
SN  - 978-1-5386-6635-7
ER  - 
TY  - CHAP
A1  - Gorzalka, Philip
A1  - Dahlke, Dennis
A1  - Göttsche, Joachim
A1  - Israel, Martin
A1  - Patel, Dhruvkumar
A1  - Prahl, Christoph
A1  - Schmiedt, Jacob Estevam
A1  - Frommholz, Dirk
A1  - Hoffschmidt, Bernhard
A1  - Linkiewicz, Magdalena
T1  - Building Tomograph–From Remote Sensing Data of Existing Buildings to Building Energy Simulation Input
T2  - EBC, Annex 71, Fifth expert meeting, October 17-19, 2018, Innsbruck, Austria
Y1  - 2018
ER  -