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Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections

Journal of civil engineering and management, 2012-02, Vol.18 (1), p.81-90

Kala, Zdeněk

2012

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Fuzzy probability analysis of the fatigue resistance of steel structural members under bending

Journal of civil engineering and management, 2008-03, Vol.14 (1), p.67-72

Kala, Zdeněk

2008

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Sensitivity analysis of tangential digging forces of the bucket wheel excavator SchRs 1320 for different terraces

Journal of civil engineering and management, 2012-10, Vol.18 (5), p.609-620

2012

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Global sensitivity analysis in stability problems of steel frame structures

Journal of civil engineering and management, 2016-04, Vol.22 (3), p.417-424

Kala, Zdeněk

2016

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Reliability analysis of the lateral torsional buckling resistance and the ultimate limit state of steel beams with random imperfections

Journal of civil engineering and management, 2015-10, Vol.21 (7), p.902-911

Kala, Zdeněk

2015

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QUANTILE-ORIENTED GLOBAL SENSITIVITY ANALYSIS OF DESIGN RESISTANCE

Journal of civil engineering and management, 2019-04, Vol.25 (4), p.297-305

Kala, Zdenek

2019

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Stability problems of steel-concrete members composed of high-strength materials

Journal of civil engineering and management, 2010-09, Vol.16 (3), p.352-362

2010

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Random fields of initial out of straightness leading to column buckling

Journal of civil engineering and management, 2017-10, Vol.23 (7), p.902-913

2017

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Material and geometrical characteristics of structural steels based on statistical analysis of metallurgical products

Journal of civil engineering and management, 2009-09, Vol.15 (3), p.299-307

2009

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GLOBAL SENSITIVITY ANALYSIS FOR TRANSFORMATION OF HOEK-BROWN FAILURE CRITERION FOR ROCK MASS

Journal of civil engineering and management, 2018-09, Vol.24 (5), p.390-398

2018

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GEOMETRICALLY NON-LINEAR FINITE ELEMENT RELIABILITY ANALYSIS OF STEEL PLANE FRAMES WITH INITIAL IMPERFECTIONS / PLIENINIŲ RĖMŲ SU DEFEKTAIS GEOMETRIŠKAI NETIESINĖ BAIGTINIŲ ELEMENTŲ PATIKIMUMO ANALIZĖ

Journal of civil engineering and management, 2012-02, Vol.18 (1), p.81-90

Kala, Zdenek

2012

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Sensitivity analysis of the effect of initial imperfections on the (i) ultimate load and (ii) fatigue behaviour of steel plate girders

Journal of civil engineering and management, 2005-01, Vol.11 (2), p.99-107

2005

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FUZZY PROBABILITY ANALYSIS OF THE FATIGUE RESISTANCE OF STEEL STRUCTURAL MEMBERS UNDER BENDING/FUZI TIKIMYBINĖ ANALIZĖ VERTINANT LENKIAMŲ PLIENINIŲ ELEMENTŲ ATSPARĮ NUOVARGIUI

Journal of civil engineering and management, 2008-03, Vol.14 (1), p.67-72

Kala, Zdenek

2008

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INFLUENCE OF PARTIAL SAFETY FACTORS ON DESIGN RELIABILITY OF STEEL STRUCTURES ‐ PROBABILITY AND FUZZY PROBABILITY ASSESSMENTS

Journal of civil engineering and management, 2007-12, Vol.13 (4), p.291-296

Kala, Zdeněk

2007

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SENSITIVITY ANALYSIS OF THE EFFECT OF INITIAL IMPERFECTIONS ON THE (I) ULTIMATE LOAD AND (II) FATIGUE BEHAVIOUR OF STEEL PLATE GIRDERS

Journal of civil engineering and management, 2005-06, Vol.11 (2), p.99-107

2005

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Influence of partial safety factors on design reliability of steel structures--probability and fuzzy probability assessments/ Daliniu saugos koeficientu itaka plieno konstrukciju projektiniam patikimimui--tikimybes ir fuzi tikimybes ivertinimas

Journal of civil engineering and management, 2007-12, Vol.13 (4), p.291

Kala, Zdenek

2007

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Sensitivity analysis of the stress state in shell courses of welded tanks for oil storage

Engineering structures and technologies, 2014-01, Vol.6 (1), p.7-12

2014

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Material and geometrical characteristics of structural steels based on statistical analysis of metallurgical products/Statybinio plieno mechaniniu ir geometriniu charakteristiku nustatymas taikant metalurgijos produktu statistine analize

Journal of civil engineering and management, 2009-09, Vol.15 (3), p.299

2009

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Influence of partial safety factors on design reliability of steel structures - probability and fuzzy probability assessments

Journal of civil engineering and management, 2007-01, Vol.13 (4), p.291-296

Kala, Zdeněk

2007

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Application of Uncertainty Analysis to Stability Problems of Steel-Concrete Structural Members

Engineering structures and technologies, 2009-05, Vol.1 (1), p.44-49

2009

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Stability problems of steelaconcrete members composed of highastrength materials

Journal of civil engineering and management, 2010-01, Vol.16 (3), p.352-362

2010

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Applicability of Fuzzy Logic to the Definition of the Buckling Length of Steel Plane Frames

Engineering structures and technologies, 2009-10, Vol.1 (3), p.135-140

2009

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Geometrically Non-linear Finite Element Reliability Analysis of Steel Plane Frames With Initial Imperfections

Fuzzy probability analysis of the fatigue resistance of steel structural members under bending

Sensitivity analysis of tangential digging forces of the bucket wheel excavator SchRs 1320 for different terraces

Global sensitivity analysis in stability problems of steel frame structures

Reliability analysis of the lateral torsional buckling resistance and the ultimate limit state of steel beams with random imperfections

QUANTILE-ORIENTED GLOBAL SENSITIVITY ANALYSIS OF DESIGN RESISTANCE

Stability problems of steel-concrete members composed of high-strength materials

Random fields of initial out of straightness leading to column buckling

Material and geometrical characteristics of structural steels based on statistical analysis of metallurgical products

GLOBAL SENSITIVITY ANALYSIS FOR TRANSFORMATION OF HOEK-BROWN FAILURE CRITERION FOR ROCK MASS

GEOMETRICALLY NON-LINEAR FINITE ELEMENT RELIABILITY ANALYSIS OF STEEL PLANE FRAMES WITH INITIAL IMPERFECTIONS / PLIENINIŲ RĖMŲ SU DEFEKTAIS GEOMETRIŠKAI NETIESINĖ BAIGTINIŲ ELEMENTŲ PATIKIMUMO ANALIZĖ

Sensitivity analysis of the effect of initial imperfections on the (i) ultimate load and (ii) fatigue behaviour of steel plate girders

FUZZY PROBABILITY ANALYSIS OF THE FATIGUE RESISTANCE OF STEEL STRUCTURAL MEMBERS UNDER BENDING/FUZI TIKIMYBINĖ ANALIZĖ VERTINANT LENKIAMŲ PLIENINIŲ ELEMENTŲ ATSPARĮ NUOVARGIUI

INFLUENCE OF PARTIAL SAFETY FACTORS ON DESIGN RELIABILITY OF STEEL STRUCTURES ‐ PROBABILITY AND FUZZY PROBABILITY ASSESSMENTS

SENSITIVITY ANALYSIS OF THE EFFECT OF INITIAL IMPERFECTIONS ON THE (I) ULTIMATE LOAD AND (II) FATIGUE BEHAVIOUR OF STEEL PLATE GIRDERS

Influence of partial safety factors on design reliability of steel structures--probability and fuzzy probability assessments/ Daliniu saugos koeficientu itaka plieno konstrukciju projektiniam patikimimui--tikimybes ir fuzi tikimybes ivertinimas

Sensitivity analysis of the stress state in shell courses of welded tanks for oil storage

Material and geometrical characteristics of structural steels based on statistical analysis of metallurgical products/Statybinio plieno mechaniniu ir geometriniu charakteristiku nustatymas taikant metalurgijos produktu statistine analize

Influence of partial safety factors on design reliability of steel structures - probability and fuzzy probability assessments

Application of Uncertainty Analysis to Stability Problems of Steel-Concrete Structural Members

Stability problems of steelaconcrete members composed of highastrength materials

Applicability of Fuzzy Logic to the Definition of the Buckling Length of Steel Plane Frames

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