@incollection{Lind2014, author = {Lind, Thorsten Patric}, title = {Insolvenzverwalter, Organe der Gl{\"a}ubiger : \S\S 56-62, 66-72, 74-79}, series = {Fachanwaltskommentar Insolvenzrecht / hrsg. von Martin Ahrens; Markus Gehrlein; Andreas Ringstmeier . - 2. Aufl.}, booktitle = {Fachanwaltskommentar Insolvenzrecht / hrsg. von Martin Ahrens; Markus Gehrlein; Andreas Ringstmeier . - 2. Aufl.}, publisher = {Luchterhand}, address = {K{\"o}ln}, isbn = {978-3-472-08559-1}, pages = {649 - 703; 728 - 745; 748 - 762}, year = {2014}, language = {de} } @incollection{Lind2014, author = {Lind, Thorsten Patric}, title = {Verwaltung und Verwertung der Insolvenzmasse : \S\S 148 - 164}, series = {Fachanwaltskommentar Insolvenzrecht / hrsg. von Martin Ahrens; Markus Gehrlein; Andreas Ringstmeier . - 2. Aufl.}, booktitle = {Fachanwaltskommentar Insolvenzrecht / hrsg. von Martin Ahrens; Markus Gehrlein; Andreas Ringstmeier . - 2. Aufl.}, publisher = {Luchterhand}, address = {K{\"o}ln}, isbn = {978-3-472-08559-1}, pages = {1317 -- 1356}, year = {2014}, language = {de} } @incollection{ButenwegNorda2014, author = {Butenweg, Christoph and Norda, H.}, title = {Erdbebenberechnung von Mauerwerksbauten nach DIN EN 1998-1:2010-12}, series = {Mauerwerksbau-Praxis nach Eurocode / Schubert, Schneider, Schoch (Hrsg.). - 3., vollst{\"a}ndig {\"u}berarbeitete Auflage}, booktitle = {Mauerwerksbau-Praxis nach Eurocode / Schubert, Schneider, Schoch (Hrsg.). - 3., vollst{\"a}ndig {\"u}berarbeitete Auflage}, publisher = {Beuth}, address = {Berlin, Wien, Z{\"u}rich}, isbn = {978-3-410-22739-7}, pages = {367 -- 412}, year = {2014}, language = {de} } @incollection{AltayTaddeiButenwegetal.2014, author = {Altay, Okyay and Taddei, Francesca and Butenweg, Christoph and Klinkel, Sven}, title = {Vibration mitigation of wind turbine towers with tuned mass dampers}, series = {Wind turbine control and monitoring. (Advances in industrial control)}, booktitle = {Wind turbine control and monitoring. (Advances in industrial control)}, publisher = {Springer}, address = {Cham ; Heidelberg ; New York ; Dordrecht ; London}, isbn = {978-3-319-08412-1 (Print) ; 978-3-319-08413-8 (E-Book)}, doi = {10.1007/978-3-319-08413-8_12}, pages = {337 -- 373}, year = {2014}, abstract = {Because of its minor environmental impact, electricity generation using wind power is getting remarkable. The further growth of the wind industry depends on technological solutions to the challenges in production and construction of the turbines. Wind turbine tower vibrations, which limit power generation efficiency and cause fatigue problems with high maintenance costs, count as one of the main structural difficulties in the wind energy sector. To mitigate tower vibrations auxiliary measures are necessary. The effectiveness of tuned mass damper is verified by means of a numeric study on a 5 MW onshore reference wind turbine. Hereby, also seismic-induced vibrations and soil-structure interaction are considered. Acquired results show that tuned mass damper can effectively reduce resonant tower vibrations and improve the fatigue life of wind turbines. This chapter is also concerned with tuned liquid column damper and a semiactive application of it. Due to its geometric versatility and low prime costs, tuned liquid column dampers are a good alternative to other damping measures, in particular for slender structures like wind turbines.}, language = {en} } @incollection{ButenwegKlinkel2014, author = {Butenweg, Christoph and Klinkel, Sven}, title = {Dynamisches Verhalten von Stahlbetonplatten unter Impact-Belastungen}, series = {Massivbau im Wandel : Festschrift zum 60. Geburtstag von Josef Hegger}, booktitle = {Massivbau im Wandel : Festschrift zum 60. Geburtstag von Josef Hegger}, publisher = {Ernst}, address = {Berlin}, isbn = {3-939051-20-9}, pages = {369 -- 380}, year = {2014}, language = {de} } @incollection{KrollLudwigs2014, author = {Kroll-Ludwigs, Kathrin}, title = {Vorbemerkung vor \S 1353}, series = {Erman, B{\"u}rgerliches Gesetzbuch : Handkommentar mit AGG, EGBGB (Auszug) , ErbbauRG, LPartG, ProdHaftG, VBVG, VersAus-glG und WEG}, booktitle = {Erman, B{\"u}rgerliches Gesetzbuch : Handkommentar mit AGG, EGBGB (Auszug) , ErbbauRG, LPartG, ProdHaftG, VBVG, VersAus-glG und WEG}, editor = {Ermann, Walter, and Grunewald, Barbara and Maier-Reimer, Georg}, publisher = {Verlag Dr. Otto Schmidt}, address = {K{\"o}ln}, isbn = {978-3-50447-102-6}, year = {2014}, language = {de} } @incollection{KrollLudwigs2014, author = {Kroll-Ludwigs, Kathrin}, title = {Vorbemerkung vor \S 1297}, series = {B{\"u}rgerliches Gesetzbuch : Handkommentar mit AGG, EGBGB (Auszug), ErbbauRG, HausratsVO, LPartG, ProdHaftG, UKlaG, VAHRG und WEG}, booktitle = {B{\"u}rgerliches Gesetzbuch : Handkommentar mit AGG, EGBGB (Auszug), ErbbauRG, HausratsVO, LPartG, ProdHaftG, UKlaG, VAHRG und WEG}, editor = {Ermann, Walter and Grunewald, Barbara and Maier-Reimer, Georg}, publisher = {Verlag Dr. Otto Schmidt}, address = {K{\"o}ln}, isbn = {978-3-504-47102-6}, year = {2014}, language = {de} } @incollection{KrollLudwigs2014, author = {Kroll-Ludwigs, Kathrin}, title = {Einleitung vor \S 1297}, series = {B{\"u}rgerliches Gesetzbuch : Handkommentar mit AGG, EGBGB (Auszug), ErbbauRG, HausratsVO, LPartG, ProdHaftG, UKlaG, VAHRG und WEG}, booktitle = {B{\"u}rgerliches Gesetzbuch : Handkommentar mit AGG, EGBGB (Auszug), ErbbauRG, HausratsVO, LPartG, ProdHaftG, UKlaG, VAHRG und WEG}, publisher = {Verlag Dr. Otto Schmidt}, address = {K{\"o}ln}, isbn = {978-3-504-47102-6}, year = {2014}, language = {de} } @incollection{FrotscherGossmannRaatschenetal.2015, author = {Frotscher, Ralf and Goßmann, Matthias and Raatschen, Hans-J{\"u}rgen and Temiz Artmann, Ayseg{\"u}l and Staat, Manfred}, title = {Simulation of cardiac cell-seeded membranes using the edge-based smoothed FEM}, series = {Shell and membrane theories in mechanics and biology. (Advanced structured materials ; 45)}, booktitle = {Shell and membrane theories in mechanics and biology. (Advanced structured materials ; 45)}, publisher = {Springer}, address = {Heidelberg}, isbn = {978-3-319-02534-6 ; 978-3-319-02535-3}, pages = {187 -- 212}, year = {2015}, abstract = {We present an electromechanically coupled Finite Element model for cardiac tissue. It bases on the mechanical model for cardiac tissue of Hunter et al. that we couple to the McAllister-Noble-Tsien electrophysiological model of purkinje fibre cells. The corresponding system of ordinary differential equations is implemented on the level of the constitutive equations in a geometrically and physically nonlinear version of the so-called edge-based smoothed FEM for plates. Mechanical material parameters are determined from our own pressure-deflection experimental setup. The main purpose of the model is to further examine the experimental results not only on mechanical but also on electrophysiological level down to ion channel gates. Moreover, we present first drug treatment simulations and validate the model with respect to the experiments.}, language = {en} } @incollection{TranStaat2015, author = {Tran, Thanh Ngoc and Staat, Manfred}, title = {Uncertainty multimode failure and shakedown analysis of shells}, series = {Direct methods for limit and shakedown analysis of structures / eds. Paolo Fuschi ...}, booktitle = {Direct methods for limit and shakedown analysis of structures / eds. Paolo Fuschi ...}, publisher = {Springer}, address = {Cham}, isbn = {978-3-319-12927-3 (print) ; 978-3-319-12928-0 (online)}, doi = {10.1007/978-3-319-12928-0_14}, pages = {279 -- 298}, year = {2015}, abstract = {This paper presents a numerical procedure for reliability analysis of thin plates and shells with respect to plastic collapse or to inadaptation. The procedure involves a deterministic shakedown analysis for each probabilistic iteration, which is based on the upper bound approach and the use of the exact Ilyushin yield surface. Probabilistic shakedown analysis deals with uncertainties originated from the loads, material strength and thickness of the shell. Based on a direct definition of the limit state function, the calculation of the failure probability may be efficiently solved by using the First and Second Order Reliability Methods (FORM and SORM). The problem of reliability of structural systems (series systems) is handled by the application of a special technique which permits to find all the design points corresponding to all the failure modes. Studies show, in this case, that it improves considerably the FORM and SORM results.}, language = {en} }