Refine
Year of publication
Institute
Has Fulltext
- no (246) (remove)
Language
- English (132)
- German (113)
- Multiple languages (1)
Document Type
- Conference Proceeding (121)
- Article (81)
- Part of a Book (27)
- Book (10)
- Report (3)
- Conference: Meeting Abstract (1)
- Diploma Thesis (1)
- Doctoral Thesis (1)
- Talk (1)
Keywords
- Earthquake (5)
- Seismic design (4)
- INODIS (3)
- Out-of-plane load (3)
- Seismic loading (3)
- earthquakes (3)
- Adjacent buildings (2)
- Historical centres (2)
- INSYSME (2)
- Masonry infill (2)
- Shake table test (2)
- Stone masonry (2)
- Tanks (2)
- industrial facilities (2)
- installations (2)
- piping (2)
- seismic design (2)
- seismic loading (2)
- Artificial intelligence (1)
- Ausfachungsmauerwerk (1)
- BIM (1)
- Basisisolierung (1)
- Bauwerksüberwachung (1)
- Behaviour factor q (1)
- Bemessung (1)
- Blind prediction competition (1)
- Capacity Curve (1)
- Cardiovascular MRI (1)
- Civil engineering (1)
- Components (1)
- DIN EN 1996 (1)
- Decoupling (1)
- Design examples (1)
- EN 1998-4 (1)
- ESHM20, industrial facilities (1)
- Earthquake Engineering (1)
- Emilia-Romagna earthquake (1)
- Empirical consequence curves (1)
- Empirical fragility functions (1)
- Erdbeben (1)
- Erdbebeneinwirkung (1)
- Eurocode 8 (1)
- Frame structure (1)
- Genetic algorithm (1)
- Gust wind response (1)
- In- plane damage (1)
- In-plane (1)
- In-plane load (1)
- In-plane performance, isolation (1)
- Industrial facilities (1)
- Industrial units (1)
- Infill wall design (1)
- Interaction (1)
- Isolation (1)
- Left ventriular function (1)
- Linear elastic analysis (1)
- MR-stethoscope (1)
- Magnetic field strength (1)
- Magnetic resonance imaging (MRI) (1)
- Masonry partition walls (1)
- Masonry structures (1)
- Mauerwerksbauten (1)
- Mauerwerksgebäude (1)
- Modern constructions (1)
- Momentenverteilung (1)
- Monitoring (1)
- Monte Carlo Tree Search (1)
- Multi-storey (1)
- Neo-Deterministic (1)
- Numerical modelling (1)
- Out-of-plane (1)
- Out-of-plane capacity (1)
- Out-of-plane failure (1)
- Out-of-plane strength (1)
- PBEE (1)
- Piping (1)
- Precast buildings (1)
- Pushover analysis (1)
- PushoverAnalysen (1)
- RC frames (1)
- Rahmentragwirkung (1)
- Reinforced concrete frame (1)
- Response spectrum (1)
- Seismic (1)
- Seismic Hazard (1)
- Sensor (1)
- Silos (1)
- Slab deflection (1)
- Spectral analysis (1)
- Stahlbetonrahmen (1)
- Structural design (1)
- Structural health monitoring (1)
- Tank (1)
- Unreinforced masonry buildings (1)
- Unreinforced masonry walls (1)
- Verhaltensbeiwerte (1)
- Vulnerability Curves (1)
- Wand-Decken-Interaktion (1)
- Wind turbulence (1)
- Window opening (1)
- Ziegelmauerwerk (1)
- behaviour factor q (1)
- body limbs (1)
- cardiac gating (1)
- cardiovascular MR imaging (1)
- churches (1)
- connection detail (1)
- deserts (1)
- early warning and response system (1)
- earthquake (1)
- earthquake engineering (1)
- elastomeric bearing (1)
- electrocardiogram (1)
- equivalent stiffness (1)
- finite element method (1)
- fluid structure interaction (1)
- fragility curves (1)
- friction pendulum bearing (1)
- granular silo (1)
- high field MR imaging (1)
- hypoplasticity (1)
- impulsive effects (1)
- in-plane (1)
- in-plane and out-of-plane failure (1)
- in-plane behaviour (1)
- integration SHM in BIM (1)
- interconnected sensor systems (1)
- linear elastic analysis; (1)
- liquid storage tank (1)
- liquid-storage tank (1)
- liquid-structure interaction (1)
- lizards (1)
- macro-element (1)
- magnetic resonance imaging (1)
- masonry infill (1)
- masonry structures (1)
- modern constructions (1)
- nonlinear transient analyses (1)
- out-of-plane (1)
- out-of-plane behaviour (1)
- phonocardiogram (1)
- safety control (1)
- seismic (1)
- seismic hazard (1)
- seismic isolation (1)
- seismic response (1)
- seismic risk (1)
- seismic structural damage detection via SHM (1)
- seismic vulnerability (1)
- simplified approach (1)
- structure-soil-structure interaction (1)
- swimming (1)
- truss (1)
- unreinforced masonry buildings (1)
- vault (1)
- vocal fold oscillation (1)
Is part of the Bibliography
- no (246)
Am 1. Oktober 2013 ist das auf drei Jahre angelegte EU-Forschungsprojekt INSYSME – Innovative Systeme für erdbebentaugliche Ausfachungswände aus Ziegelmauerwerk in Stahlbetonrahmentragwerken – gestartet. Unter der Koordination der Universität Padua beteiligen sich 16 Partner aus sechs europäischen Ländern (Deutschland, Griechenland, Italien, Portugal, Rumänien, Türkei). Als deutsche Partner nehmen die Arbeitsgemeinschaft Mauerziegel aus Bonn, die Universität Kassel sowie das Ingenieurbüro SDA-engineering GmbH aus Herzogenrath, teil. Ziel der deutschen Partner ist die Entwicklung von innovativen Ausfachungssystemen aus monolithischem wärmedämmenden Ziegelmauerwerk, mit denen nicht nur eine erhöhte Erdbebensicherheit, sondern auch die sichere Erfüllung der steigenden Anforderungen aus Windbeanspruchungen gewährleistet werden können. Die Forschungsergebnisse sollen vom Partner SDA-engineering GmbH in die bereits seit einigen Jahren verfügbare Softwarelösung MINEA [1] integriert werden. Weitere Informationen stehen auf den Websites des Projektes [2] zur Verfügung. Im vorliegenden Beitrag werden nach einer kurzen thematischen Einführung die Ergebnisse von Tastversuchen an senkrecht zur Ebene belasteten Ausfachungswänden aus Planziegelmauerwerk vorgestellt. Im Anschluss wird das geplante Arbeitsprogramm der deutschen Partner im Projekt INSYSME beschrieben.
EU-Projekt INSYSME : innovative Systeme für erdbebentaugliche Ausfachungswände aus Ziegelmauerwerk
(2014)
This paper proposes a quick and simplified method to describe masonry vaults in global seismic analyses of buildings. An equivalent macro-element constituted by a set of six trusses, two for each transverse, longitudinal and diagonal direction, is introduced. The equivalent trusses, whose stiffness is calculated by fully modeled vaults of different geometry, mechanical properties and boundary conditions, simulate the vault in both global analysis and local analysis, such as kinematic or rocking approaches. A parametric study was carried out to investigate the influence of geometrical characteristics and mechanical features on the equivalent stiffness values. The method was numerically validated by performing modal and transient analysis on a three naves-church in the elastic range. Vibration modes and displacement time-histories were compared showing satisfying agreement between the complete and the simplified models. This procedure is particularly useful in engineering practice because it allows to assess, in a simplified way, the effectiveness of strengthening interventions for reducing horizontal relative displacements between vault supports.