TY - CHAP A1 - Timme, Michael T1 - Begriffsbestimmungen T2 - Wohnungseigentumsgesetz : Gesetz über das Wohnungseigentum und das Dauerwohnrecht ; Kommentar Y1 - 2014 SN - 978-3-406-66025-2 SP - 1 EP - 23 PB - Beck CY - München ET - 2. Auflage ER - TY - CHAP A1 - Alhwarin, Faraj A1 - Ferrein, Alexander A1 - Scholl, Ingrid T1 - IR stereo kinect: improving depth images by combining structured light with IR stereo T2 - PRICAI 2014: Trends in artificial intelligence : 13th Pacific Rim International Conference on Artificial Intelligence : Gold Coast, QLD, Australia, December 1-5, 2014 : proceedings. (Lecture notes in computer science ; vol. 8862) N2 - RGB-D sensors such as the Microsoft Kinect or the Asus Xtion are inexpensive 3D sensors. A depth image is computed by calculating the distortion of a known infrared light (IR) pattern which is projected into the scene. While these sensors are great devices they have some limitations. The distance they can measure is limited and they suffer from reflection problems on transparent, shiny, or very matte and absorbing objects. If more than one RGB-D camera is used the IR patterns interfere with each other. This results in a massive loss of depth information. In this paper, we present a simple and powerful method to overcome these problems. We propose a stereo RGB-D camera system which uses the pros of RGB-D cameras and combine them with the pros of stereo camera systems. The idea is to utilize the IR images of each two sensors as a stereo pair to generate a depth map. The IR patterns emitted by IR projectors are exploited here to enhance the dense stereo matching even if the observed objects or surfaces are texture-less or transparent. The resulting disparity map is then fused with the depth map offered by the RGB-D sensor to fill the regions and the holes that appear because of interference, or due to transparent or reflective objects. Our results show that the density of depth information is increased especially for transparent, shiny or matte objects. Y1 - 2014 SN - 978-3-319-13559-5 (Print) ; 978-3-319-13560-1 (E-Book) U6 - http://dx.doi.org/10.1007/978-3-319-13560-1_33 SP - 409 EP - 421 PB - Springer CY - München ER - TY - CHAP A1 - Hebel, Christoph T1 - Mehrwert T2 - Unser Dorf hat Zukunft Y1 - 2014 SP - 6 EP - 7 PB - StädteRegion Aachen CY - Aachen ER - TY - CHAP A1 - Benner, Joachim T1 - Berechnungsmethoden der Wälzlagerreibung und Einflussgrößen T2 - SMK 2014 : Schweizer Maschinenelemente Kolloquim 25. und 26. November 2014 Y1 - 2014 SN - 978-3-944331-81-2 SP - 151 EP - 170 PB - TUDpress Verl. der Wissenschaften CY - Dresden ER - TY - CHAP A1 - Heuermann, Holger A1 - Finger, Torsten ED - Günther, Michael T1 - Microwave Spark Plug for Very High-Pressure Conditions T2 - Ignition systems for gasoline engines Y1 - 2014 SP - 269 EP - 282 PB - DCM Druck CY - Meckenheim ER - TY - CHAP A1 - Borchert, Jörg A1 - Bremen, Frank T1 - Geschäfts- und Organisationsmodelle für ein Strom- und Gas-Portfoliomanagement T2 - Optimierte Strom- und Gasbeschaffung in der Energiewirtschaftsbranche Y1 - 2014 SN - 978-3-9813142-9-8 SP - 11 EP - 28 PB - KS-Energy-Verl. CY - Berlin ER - TY - CHAP A1 - Burger, Ulrich A1 - Kirsch, Ansgar A1 - Marcher, Thomas A1 - Höser, Sebastian T1 - Geologisch-geotechnischer Planungsprozess von Tunnelbauten mit Schwerpunkt tiefliegender Tunnel T2 - Beton-Kalender ; Bd. 103: Unterirdisches Bauen, Grundbau, Eurocode 7 Y1 - 2014 SN - 978-3-433-03051-6 ; 978-3-433-60335-2 ; 978-3-433-60508-0 ; 3-433-60508-4 SP - 37 EP - 62 PB - Ernst CY - Berlin ER - TY - CHAP A1 - Lind, Thorsten Patric T1 - Insolvenzverwalter, Organe der Gläubiger : §§ 56-62, 66-72, 74-79 T2 - Fachanwaltskommentar Insolvenzrecht / hrsg. von Martin Ahrens; Markus Gehrlein; Andreas Ringstmeier . - 2. Aufl. Y1 - 2014 SN - 978-3-472-08559-1 SP - 649 - 703; 728 - 745; 748 - 762 PB - Luchterhand CY - Köln ER - TY - CHAP A1 - Lind, Thorsten Patric T1 - Verwaltung und Verwertung der Insolvenzmasse : §§ 148 - 164 T2 - Fachanwaltskommentar Insolvenzrecht / hrsg. von Martin Ahrens; Markus Gehrlein; Andreas Ringstmeier . - 2. Aufl. Y1 - 2014 SN - 978-3-472-08559-1 SP - 1317 EP - 1356 PB - Luchterhand CY - Köln ER - TY - CHAP A1 - Butenweg, Christoph A1 - Norda, H. T1 - Erdbebenberechnung von Mauerwerksbauten nach DIN EN 1998-1:2010-12 T2 - Mauerwerksbau-Praxis nach Eurocode / Schubert, Schneider, Schoch (Hrsg.). - 3., vollständig überarbeitete Auflage Y1 - 2014 SN - 978-3-410-22739-7 SP - 367 EP - 412 PB - Beuth CY - Berlin, Wien, Zürich ER - TY - CHAP A1 - Altay, Okyay A1 - Taddei, Francesca A1 - Butenweg, Christoph A1 - Klinkel, Sven T1 - Vibration mitigation of wind turbine towers with tuned mass dampers T2 - Wind turbine control and monitoring. (Advances in industrial control) N2 - 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. Y1 - 2014 SN - 978-3-319-08412-1 (Print) ; 978-3-319-08413-8 (E-Book) U6 - http://dx.doi.org/10.1007/978-3-319-08413-8_12 SP - 337 EP - 373 PB - Springer CY - Cham ; Heidelberg ; New York ; Dordrecht ; London ER - TY - CHAP A1 - Butenweg, Christoph A1 - Klinkel, Sven T1 - Dynamisches Verhalten von Stahlbetonplatten unter Impact-Belastungen T2 - Massivbau im Wandel : Festschrift zum 60. Geburtstag von Josef Hegger Y1 - 2014 SN - 3-939051-20-9 SP - 369 EP - 380 PB - Ernst CY - Berlin ER - TY - CHAP A1 - Kroll-Ludwigs, Kathrin ED - Ermann, Walter, ED - Grunewald, Barbara ED - Maier-Reimer, Georg T1 - Vorbemerkung vor § 1353 T2 - Erman, Bürgerliches Gesetzbuch : Handkommentar mit AGG, EGBGB (Auszug) , ErbbauRG, LPartG, ProdHaftG, VBVG, VersAus-glG und WEG Y1 - 2014 SN - 978-3-50447-102-6 PB - Verlag Dr. Otto Schmidt CY - Köln ER - TY - CHAP A1 - Kroll-Ludwigs, Kathrin ED - Ermann, Walter ED - Grunewald, Barbara ED - Maier-Reimer, Georg T1 - Vorbemerkung vor § 1297 T2 - Bürgerliches Gesetzbuch : Handkommentar mit AGG, EGBGB (Auszug), ErbbauRG, HausratsVO, LPartG, ProdHaftG, UKlaG, VAHRG und WEG Y1 - 2014 SN - 978-3-504-47102-6 PB - Verlag Dr. Otto Schmidt CY - Köln ER - TY - CHAP A1 - Kroll-Ludwigs, Kathrin T1 - Einleitung vor § 1297 T2 - Bürgerliches Gesetzbuch : Handkommentar mit AGG, EGBGB (Auszug), ErbbauRG, HausratsVO, LPartG, ProdHaftG, UKlaG, VAHRG und WEG Y1 - 2014 SN - 978-3-504-47102-6 PB - Verlag Dr. Otto Schmidt CY - Köln ER - TY - CHAP A1 - Frotscher, Ralf A1 - Goßmann, Matthias A1 - Raatschen, Hans-Jürgen A1 - Temiz Artmann, Aysegül A1 - Staat, Manfred T1 - Simulation of cardiac cell-seeded membranes using the edge-based smoothed FEM T2 - Shell and membrane theories in mechanics and biology. (Advanced structured materials ; 45) N2 - 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. Y1 - 2015 SN - 978-3-319-02534-6 ; 978-3-319-02535-3 SP - 187 EP - 212 PB - Springer CY - Heidelberg ER - TY - CHAP A1 - Tran, Thanh Ngoc A1 - Staat, Manfred T1 - Uncertainty multimode failure and shakedown analysis of shells T2 - Direct methods for limit and shakedown analysis of structures / eds. Paolo Fuschi ... N2 - 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. KW - Limit analysis KW - Shakedown analysis KW - Reliability analysis KW - Multimode failure KW - Non-linear optimization Y1 - 2015 SN - 978-3-319-12927-3 (print) ; 978-3-319-12928-0 (online) U6 - http://dx.doi.org/10.1007/978-3-319-12928-0_14 SP - 279 EP - 298 PB - Springer CY - Cham ER - TY - CHAP A1 - Vismann, Ulrich T1 - Beton T2 - Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl. Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - http://dx.doi.org/10.1007/978-3-658-01689-0_11 SP - 477 EP - 495 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Vismann, Ulrich T1 - Stahlbeton und Spannbeton nach Eurocode 2 T2 - Wendehorst bautechnische Zahlentafeln / hrsg. von Ulrich Vismann. Ernst Biener ... 35. Aufl. Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - http://dx.doi.org/10.1007/978-3-658-01689-0_12 SP - 497 EP - 655 PB - Springer Vieweg CY - Wiesbaden ER - TY - CHAP A1 - Stroetmann, Richard A1 - Lohse, Wolfram ED - Vismann, Ulrich T1 - Stahlbau T2 - Wendehorst bautechnische Zahlentafeln / 35. Auflage N2 - Es ist zwischen Stählen bis S460 und solchen mit höherer Streckgrenze zu unterscheiden. Stähle bis S460 sind auch für die plastische Tragwerksberechnung nach dem Fließgelenkverfahren zugelassen. Bei Stählen oberhalb S460 bis S700 ist neben der elastischen eine nichtlineare plastische Tragwerksberechnung unter Berücksichtigung von Teilplastizierungen von Bauteilen in Fließzonen möglich. Y1 - 2015 SN - 978-3-658-01689-0 ; 978-3-410-24199-7 U6 - http://dx.doi.org/10.1007/978-3-658-01689-0_13 SP - 657 EP - 859 PB - Springer Vieweg CY - Wiesbaden ER -