Altay O, Klinkel S (2018): A semi-active tuned liquid column damper for lateral vibration control of high-rise structures: Theory and experimental verification, Struct Control Health Monit., 25(12):e2270. DOI 10.1002/stc.2270.
Altay O, Klinkel S (2018): Semi-active liquid column damper for the reduction of lateral vibrations of high-rise buildings, civil engineer, 93:S11-S18.
Butenweg, C., Marinkovic, M.: Earthquake-proof connection of inflamed masonry in reinforced concrete frame structures with decoupling elements, civil engineer, volume 93, No. 09, pp. 333-341, 2018
Butenweg, C., , Marinkovic, M., Fehling, E., Pfetzing, T.: Reinforced concrete frame structures with inclinations of masonry under combined seismic loads in and perennial to the wall plane, civil engineer, volume 93, earthquake engineering, 2018
Rossi, L., Holtschoppen, B., Butenweg, C.: Official Data on the Economic Consequence of the 2012 Emilia-Romagna Earthquake – A first analysis of database SFINGE, 2018 (, submitted to Bulletin of Earthquake Engineering)
Rosin, J., Butenweg, C., Cacciatore, P., Boesen, N.: Investigation of the seismic performance of modern masonry buildings during the Emilia Romagna earthquake series – Investigations of the seismic behaviour of modern masonry buildings in the Emilia Romagna earthquake series, masonry, Volume 22, Issue 4, p. 238-250, August 2018
Michel, P., Butenweg, C., Klinkel, S.: Pile-grid foundations of onshore wind turbines considering soil-structure-interaction under seismic loading. Soil dynamics and earthquake engineering, Volume 109, p. 299 – 311, 2018
Altay O, Nolteernsting F, Stemmler S, Abel D, Klinkel S (2017): Investigations on the Performance of a Novel Semi-active Tuned Liquid Column Damper, Procedia Engineering, 199:1580-1585. DOI 10.1016/j.proeng. 2017.09.061.
Schleiter S, Altay O, Klinkel S (2017): Experimental Identification of an Elasto-Mechanical Multi-Degree-of-Freedom-System Using Stochastic Signals, Acta Polytechnica, 7:64-68. DOI 10.14311/APP.2017.7.0064.
Sobota, P.M., Dornisch, W., Müller, R., Klinkel, S.: Implicit dynamic analysis using an isogeometric Reissner-Mindlin shell formulation. International journal for numerical methods in engineering, volume: 110, edition: 9, page(s): 803-825,2017.
Shadow, H., Holtschoppen, B.,Michel, P., Klinkel, S.:Soil dynamic effects in the design of bulk solid sfoundations of liquid-filled tank structures under seismic stress. Civil Engineer, Volume 92, Issue: 10, p. 435-443, 2017
Butenweg, C.: Fits, wobbles and has air: masonry buildings made of lightweight concrete in earthquake areas, concrete components, 65. Edition, Bauverlag BV GmbH, Gütersloh, 2017
Rosin, J., Butenweg, C., Klinkel, S.: Proof of stability for seismic tank structures according to the LBA/MNA concept, civil engineer, volume 91, p. 518-526, December 2016
Butenweg, C., Marinkovic, M., Kubalski, T, Klinkel, S.: Masonry infilled reinforced concrete frames under horizontal loading /reinforced concrete frame with infills of masonry under horizontal loads, masonry, volume 20, No. 4, p. 305 – 312, 2016
Mykoniou K., Butenweg, C., Holtschoppen, B., Klinkel, S.: Seismic response analysis of adjacent liquid-storage tanks, Earthquake Engineering Structural Dynamics, 45 (11), pp. 1779-1796, 2016.
Taddei, F., Butenweg, C., Klinkel, S.: Parametric investigation often the soil-structure interaction effects on the dsynamic behaviour of a shallow foundation supported wind turbine considering a layered soil, Wind Energy, Volume 18, Issue 3, p. 399-417, 2015
Kubalski, T., Butenweg, C.: Modelling strategies for horizontally loaded infill masonry, The Masonry, Volume 19, Issue 5, p.363-369, 2015
Kemper, F.; Colomer, C.; Kuhnhenne, M.; Feldmann, M.: Wind load recommendations for attic areas of industrial halls based on wind tunnel tests. In Steel Construction 11 (2015)
Braconi, A.; Caprili, S.; Degee, H.; Guendel, M.; Hjiaj, M.; Hoffmeister, B.; Karamanos, S.A.; Rinaldi, V.; Salvatore, W.; Somja, H.: Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures. In: Journal of Constructional Steel Research (2015), pp.
Bigelow, H.; Feldmann, M.: Hoffmeister, B.; Zabel, V.: For part clamping in elastomer bearings: The effect of real storage conditions on the first bending in-house frequency n0 for roller carrier-in-concrete (WiB-) bridges. In: EI The Railway Engineer, 2 (2015), p. 32-35
Taddei, F., Butenweg, C, Klinkel, S.: Parametric Investigation of the Soil-Structure Interaction Effects on the Dynamic Behaviour of a Wind Turbine Considering a Layered Soil, Wind Energy, Wiley Online Library, DOI: 10.1002/we. 1703, 2014
Gellert, C., Butenweg, C.: Seismic analysis of masonry structures in German earthquake zones according to DIN EN 1998-1/Earthquake design of masonry buildings in German earthquake zones according to DIN EN 1998-1, Masonry, Volume 18, No. 3-4, p. 188 – 196, 2014
Butenweg, C., Meyer, U., Fehling, E.: EU-Project INSYSME: Innovative Techniques for Earthquake-Proof Inpruning Walls made of Brickwork in Reinforced Concrete Frame Structures, Masonry, Volume 18, No. 2, pp. 78 – 81, 2014
Butenweg, C., Schmitt, T., Roses, B.: Seismic effects on underground pipelines, civil engineer, volume 89, p. 316-324, July/August, 2014
Butenweg, C., Renault, P.: Workshop of the companies on the EU project SHARE, Civil Engineer, Volume 89, S. S2-S3, October 2014
Meyer, U., Butenweg, C., Fehling, E. : EU-Project INSYSME: Innovative systems for earthquake-prone infinting walls made of brickwork, civil engineer, volume 89, p. S14, April 2014
Butenweg C., Kleemann, A. Ikier, A.: Impact loads of reinforced concrete structures, civil engineer, volume 88, No. 5, S. S7-S14, 2013
Edip, E., Garevski. M. Butenweg, C., Sesov, V., Cvetanovska,J., GjorgievI. Numerical simulation of geotechnical problems by coupled finite and infinite elements, Journal of Civil Engineering and Architecture, Vol. 7, No. 2, Serial No. 63, pp. 68-77, 2013
Butenweg, C., Gellert, C., Nonlinear proof of masonry constructions – Results report of the AIF research project, masonry, volume 17, No. 3, p. 1-6, 2013
Altay, O.; Butenweg, C.; Fries, F.; Taddei, F.: Effectiveness of vibration dampers in wind turbines, civil engineer, volume 88, No. 10, S. S11-S17, 2013
Kemper, F.; Feldmann, M.: To assess the fatigue of the gust response of towers. In: Stahlbau, 9 (2013), pp. 657-664
Bigelow, H.; Hoffmeister, B.; Feldmann, M.: Checking the resonance hazard of roller beams in concrete bridges. In: The Railway Engineer , 12 (2013), p. 22-25
Langosh, K.; Feldmann, M.; Hoffmeister, B.: Wall-like monoglass supports under axial pressure loads and bending. In: Glasbau 2013 (Steel Construction Special 2013) (2013), p. 143-155
Butenweg, C., Holtschoppen, Br.: New VCI Guide for earthquake-proof design of industrial plants, civil engineer, volume 87, s. S18, 2012.
Fehling, E., Butenweg, C.: Background for the simplified rules for masonry buildings in the event of an earthquake, masonry, volume 16, No. 3, p. 127-137, 2012
Butenweg, C., Gellert, C.: Integral building planning using the example of a floor building in brickwork, masonry, volume 16, No. 5, p. 247-254, 2012
Klinkel S, Kohlhaas B; Modeling and application of shape memory alloys in construction, civil engineer, VDI-Bautechnik annual edition 2011/2012, Springer VDI Verlag, 84, p. 101-110, 2011
Norda, H., Butenweg, C.: Possibilities and limits of applicability of static nonlinear processes according to DIN EN 1998-1, civil engineer, volume 86, p. S13-S21