Refine
Document Type
- Master's Thesis (8)
- Doctoral Thesis (4)
- Article (2)
Institute
- Professur Baustatik und Bauteilfestigkeit (14) (remove)
Keywords
- Beton (5)
- FEM (2)
- Schwingungsdämpfung (2)
- damping aggregate (2)
- metaconcrete (2)
- vibration absorber (2)
- ASR (1)
- Alkali-silica reaction (1)
- B-Splines (1)
- Beste Approximation (1)
- Biegetheorie (1)
- Boden-Bauwerk-Wechselwirkung (1)
- Bogenstaumauer (1)
- Composite (1)
- Concrete (1)
- Crack (1)
- Cross-Section Distortion (1)
- Cross-Section Warping (1)
- Dauerhaftigkeit (1)
- Dämpfung (1)
- Eigenform (1)
- Feder-Dämpfer Bodenmodelle (1)
- Festkörpermechanik (1)
- Finite Element (1)
- Finite Elemente (1)
- Finite Elemente Methode (1)
- Finite-Elemente-Methode (1)
- Fourier-Reihe (1)
- Fügestellendämpfung (1)
- Generalized Bean Theory (1)
- Homogenisierung (1)
- Homogenization (1)
- Hyperholomorphe-Funktion (1)
- Implementierung (1)
- Isogeometric analysis (1)
- Koelnbrein (1)
- Kölnbrein (1)
- Lamé-Gleichung (1)
- Lamé-equation (1)
- Laser Scanner (1)
- Legendre-Funktion (1)
- Leichtbau (1)
- Meso-Scale (1)
- Mesoscale (1)
- Mesoskala (1)
- Millikan Library (1)
- NURBS (1)
- Orthonormalbasis (1)
- RHT-splines (1)
- Reibung (1)
- Representative Volume Elements (1)
- Repräsentative Volumen Elemente (1)
- Rissausbreitung (1)
- Schadensmechanik (1)
- Schall (1)
- Scheibenelemente (1)
- Schwingung (1)
- Simulation (1)
- Staumauer (1)
- Strukturmechanik (1)
- Talsperre (1)
- Thin-walled Structures (1)
- Topologieoptimierung (1)
- Verallgemeinerte Technische Biegetheorie (1)
- Verbundwerkstoff (1)
- Vibrometer (1)
- best approximation (1)
- buildings (1)
- catenary action (1)
- complete orthonormal system (1)
- compressive arching (1)
- continuum mechanic (1)
- disproportionate collapse (1)
- dynamic amplifification (1)
- free vibration test (1)
- frequency sweep test (1)
- macroscale (1)
- mesoscale (1)
- reinforced concrete (1)
- soil-structure interaction (1)
- spherical harmonics (1)
- spring-dashpot soil models (1)
- structural robustness (1)
Increasing structural robustness is the goal which is of interest for structural engineering community. The partial collapse of RC buildings is subject of this dissertation. Understanding the robustness of RC buildings will guide the development of safer structures against abnormal loading scenarios such as; explosions, earthquakes, fine, and/or long-term accumulation effects leading to deterioration or fatigue. Any of these may result in local immediate structural damage, that can propagate to the rest of the structure causing what is known by the disproportionate collapse.
This work handels collapse propagation through various analytical approaches which simplifies the mechanical description of damaged reinfoced concrete structures due to extreme acidental event.