About: Sensitivity and uncertainty analysis of reliability of building structures

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An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Projekt, within Data Space : linked.opendata.cz associated with source document(s)

Attributes	Values
rdf:type	http://linked.opendata.cz/ontology/domain/vavai/Projekt
rdfs:seeAlso	http://www.fce.vutbr.cz/STM/kala.z/publications/KalaAVCR09.pdf http://www.isvav.cz/projectDetail.do?rowId=IAA201720901
Description	The major objective of the grant project is to evaluate and improve the sensitivity analysis methods for influence of material and geometrical characteristics on limit states of selected types of load carrying building structures. Attention will be focused on steel structures assembled of hot-rolled girders in particular. There will be applied the Sobol's sensitivity analysis which enables to understand also the interaction effects among input quantities. Material and geometrical characteristics will be considered to be random quantities according to the physic experimental research results. Simulation methods of the Monte Carlo type will be applied for the statistical analysis. One of the aims of the project is to enlarge the contemporary knowledge on the influence of input imperfections and their interactions on reliability of building structures. The project will provide assets both for the field of building structure theory, and for building practice designing process. (en) Hlavním cílem grantového projektu je zhodnocení a zdokonalení metod citlivostní analýzy vlivu materiálových a geometrických charakteristik na mezní stavy vybraných typů nosných stavebních konstrukcí. Pozornost bude zaměřena zejména na ocelové konstrukce sestavené z válcovaných nosníků. Bude aplikována Sobolova citlivostní analýza, která umožňuje postihnout i efekty interakcí mezi vstupními veličinami. Materiálové a geometrické charakteristiky budou uvažovány jako náhodné veličiny podle výsledků experimentálního výzkumu. Ve statistické analýze budou využity simulační metody typu Monte Carlo. Jedním z cílů projektu je rozšířit současné znalosti o vlivu vstupních imperfekcí a jejich interakcí na spolehlivost stavebních konstrukcí. Projekt poskytne přínosy jak pro oblast teorie stavebních konstrukcí, tak i pro stavební praxi v procesu navrhování.
Title	Sensitivity and uncertainty analysis of reliability of building structures (en) Citlivostní a neurčitostní analýza spolehlivosti stavebních konstrukcí
skos:notation	IAA201720901
http://linked.open...avai/cep/aktivita	Grants of distinctly investigative character focused on the sphere of research pursued at present particularly in the Academy of Sciences of the Czech Republic
http://linked.open...kovaStatniPodpora	http://linked.opendata.cz/resource/domain/vavai/projekt/IAA201720901/celkovaStatniPodpora
http://linked.open...ep/celkoveNaklady	http://linked.opendata.cz/resource/domain/vavai/projekt/IAA201720901/celkoveNaklady
http://linked.open...datumDodatniDoRIV	2013-06-28 (xsd:date)
http://linked.open...i/cep/druhSouteze	VS - Veřejná soutěž ve výzkumu a vývoji
http://linked.open...ep/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open.../cep/fazeProjektu	91836397
http://linked.open...ai/cep/hlavniObor	JN - Stavebnictví
http://linked.open...hodnoceniProjektu	U - Uspěl podle zadání, tj. byly splněny cíle a jeho předpokládané výsledky uvedené ve smlouvě / rozhodnutí o poskytnutí podpory
http://linked.open...vai/cep/kategorie	ZV - Základní výzkum
http://linked.open.../cep/klicovaSlova	sensitivity analysis; steel; limit state; reliability; random; simulation (en)
http://linked.open...ep/partnetrHlavni	Fakulta stavební
http://linked.open...inujicichPrijemcu	0 (xsd:int)
http://linked.open...cep/pocetPrijemcu	1 (xsd:int)
http://linked.open...ocetSpoluPrijemcu	0 (xsd:int)
http://linked.open.../pocetVysledkuRIV	43 (xsd:int)
http://linked.open...enychVysledkuVRIV	43 (xsd:int)
http://linked.open...lneniVMinulemRoce	2011-03-18 (xsd:date)
http://linked.open.../prideleniPodpory	http://linked.opendata.cz/resource/domain/vavai/cep/prideleniPodpory/IAA201720901
http://linked.open...iciPoslednihoRoku	2011
http://linked.open...atUdajeProjZameru	2012
http://linked.open.../vavai/cep/soutez	SAV02009-A
http://linked.open...usZobrazovaneFaze	DUU
http://linked.open...ai/cep/typPojektu	P - Projekt výzkumu a vývoje financovaný ze státního rozpočtu
http://linked.open...ep/ukonceniReseni	2011-12-31 (xsd:date)
http://linked.open...ep/zahajeniReseni	2009-01-01 (xsd:date)
http://linked.open...jektu+dodavatelem	Theoretical non-linear based sensitivity and statistical analyses were used to broadened present day knowledge of the influence of random initial imperfections and their interactions on the reliability of selected types of load bearing structures. (en) Na základě teoretického nelineárního řešení byly citlivostními a statistickými analýzami rozšířeny současné znalosti o vlivu náhodných počátečních imperfekcí a jejich interakcí na spolehlivost vybraných typů nosných stavebních konstrukcí. (cs)
http://linked.open...tniCyklusProjektu	ZBKU
http://linked.open.../cep/klicoveSlovo	sensitivity analysis limit state random reliability steel
is http://linked.open...vavai/riv/projekt of	Fuzzy Probabilistic Models, Uncertainty and Structural Reliability First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections An artificial neural network approach to solve inverse reliability problems Advanced Modeling Approaches for Reliability Analysis of Steel Structures Fuzzy Analysis of Ultimate Limit State of Steel Concrete Structural Members Fuzzy Analysis of Civil Engineering Problems Inverse reliability analysis in structural design Optimized Stochastic Based Design of Structures Optimal Design of Structures via Stochastic Approaches, Probabilistic Analysis for Design Assessment of Composite Steel-and–Concrete Compression Members Stochastická analýza zatížitelnosti mostů Uncertainty Analysis of Ultimate Limit State of Steel Bar Structures Uncertainty Analysis of the Cross-sectional Area of a Structural Member Sensitivity Analysis of Stability Problems of Steel Plane Frames Sensitivity Analysis of Steel Plane Frames with Initial Imperfections Sensitivity Analysis of Stability Problems of Steel Structures using Shell Finite Elements and Nonlinear Computation Methods Sensitivity Analysis of Stability Problems of Steel Columns using Shell Finite Elements and Nonlinear Computation Methods Sensitivity Analysis of the Beam Resistance of hot-rolled IPE 200 Profile Variance-Based Sensitivity Analysis of Tangential Digging Forces of the Bucket Wheel Excavator SchRs 1320 Variance Based Sensitivity Analysis of Interactive Buckling Verification of the Design Reliability of Steel Structures Analysis of Steel Structure Vibrations of the Bucket Wheel Excavator SCHRS 1320 Sensitivity and Statistical analysis within the elaboration of steel plated girder resistance Variance-Based Sensitivity Analysis of Stability Problems of Steel Structures using Shell Finite Elements and Nonlinear Computation Methods Princip ladění přídavné hmoty pro snížení vibrací konstrukcí Variance-Based Methods for Sensitivity Analysis in Civil Engineering Sensitivity Analysis of Composite Steel-and-concrete Compression Members with high Strength Concrete Applications of Advanced Variance-based Methods in Civil Engineering Sensitivity Analysis of Steel-concrete Structural Members Application of Sensitivity Analysis to Stability Problems of Steel-concrete Structural Members Finite Element Methods for Sensitivity Analysis of Stability Problems of Steel Plane Frames Imperfection Sensitivity and Insensitivity of Building Structures Sensitivity Analysis in Advanced Building Industry Resistance of Thin-walled Plate Girders under Combined Bending and Shear Sensitivity Analysis of Steel Frame Structures Resistance of Plate Girders under Combined Bending and Shear Sensitivity Analysis of Structures, Problems and Applications Uncertainty Forecasting in Civil Engineering Uncertainty Analysis of Ultimate Limit State of Steel-concrete Structural Members Sensitivity analysis of thin-walled girder using nonlinear transient approach Sensitivity analysis of stress state in the crack-prone areas of thin-walled girder considering transient effect Reliability of Steel Members Designed in Accordance with the Code Design Concepts Stochastic Approach to the stability Problems of Steel Plane Frames with Initial Imperfections
is http://linked.open...vavai/cep/projekt of	http://linked.opendata.cz/resource/domain/vavai/cep/ucast/IAA201720901/2009/orjk%3A26110 http://linked.opendata.cz/resource/domain/vavai/cep/ucast/IAA201720901/2010/orjk%3A26110 http://linked.opendata.cz/resource/domain/vavai/cep/ucast/IAA201720901/2011/orjk%3A26110 http://linked.opendata.cz/resource/domain/vavai/cep/ucast/IAA201720901/2012/orjk%3A26110

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