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International Scientific Symposium
MODELING OF STRUCTURES
13 - 15
November 2008 Mostar
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Abstracts |
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Barać, D. & Lukić, I.
MODELING OF A PROTECTIVE STRUCTURE FOR THE
CONSTRUCTION OF DEEP FOUNDATIONS IN RIVERBED
Bićanić, N.
SOME DEVELOPMENTS IN COMPUTATIONAL
MODELLING OF SAFETY CRITICAL STRUCTURES
Bjelanović, A.; Rajčić, V. & Čizmar, D.
NEW POSSIBILITIES OF STRUCTURAL DESIGN
USING ARTIFICIAL INTELLIGENCE TECHNIQUES
Boko, I.; Peroš, B. & Torić, N.
FIRE SAFETY OF STEEL STRUCTURES
Čolak, I.; Gotovac, B. & Kozulić, V.
NUMERICAL ANALYSIS OF 3D STRUCTURES WITH
CONSTANT PROPERTIES IN THE THIRD DIRECTION
Ćubela, D.; Radnić, J.; Harapin, A. & Grgić, N.
EXPERIMENTAL TESTS AND NUMERICAL
VERIFICATION OF OMNIA SLABS BEHAVIOR
Dimitrakopoulos, E. G.; Kappos, A. J. & Makris, N.
DIMENSIONAL RESPONSE ANALYSIS OF
STRUCTURES FOR RECORDS WITHOUT DISTINCT PULSES
Draganić, H.; Varevac, D. & Markulak, D.
APPLICABILITY OF WAVE EQUATION AND FEM
FOR DETERMINATION OF THE BRIDGE EIGENVALUES IN TRANSVERSAL DIRECTION
Ević E.; Anton, H. & Čilić, D.
MODEL AND STATIC ANALYSIS OF SDANDARDIZED
STRUCTURE SPAN OF THE ROAD BRIDGE MADE OF PREFABRICATED ELEMENTS
Fischinger, M. & Isaković, T.
MACRO MODEL TO PREDICT INELASTIC
SEISMIC RESPONSE OF REINFORCED CONCRETE STRUCTURAL WALLS
Fischinger, M. & Isaković, T.
SIMPLIFED METHOD FOR THE INELASTIC
SEISMIC ANALYSIS OF REINFORCED CONCRETE VIADUCTS
Fischinger, M.; Kramar, M. & Isaković, T.
MODELLING SEISMIC RESPONSE OF PRECAST
RC INDUSTRIAL BUILDINGS WITH STRONG CONNECTIONS
Galić, M.; Marović, P. & Nikolić Ž.
3D NUMERICAL MODELLING OF PRESTRESSED
CONCRETE STRUCTURES
Glibić, M.
A POSSIBLE REASONS OF CRACKS ON THE ARCH OF
THE OLD BRIDGE
Gotovac, B.
THE RECONSTRUCTION OF THE OLD BRIDGE
Kalman, T. & Sigmund V.
PREDICTION OF BEHAVIOR OF THE INFILLED R/C
FRAMES UNDER LATERAL LOADS
Koleková, Y.; Petronijević, M. & Schmid, G.
SIMPLE MODELS FOR SOIL-STRUCTURE
INTERACTION
Kostić, S.; Lee, C. & Filippou, F.C.
EVALUATION OF RESULTANT PLASTICITY AND
FIBER BEAM-COLUMN ELEMENTS FOR THE SIMULATION OF THE NONLINEAR RESPONSE
OF STEEL STRUCTURES
Kozulić, V.; Gotovac, B. & Čolak, I.
MULTILEVEL MESH FREE METHOD FOR THE
TORSION PROBLEM
Kožul, M.; Ćubela, D. & Ivanković, V.
STRUCTURAL SAFETY ANALYSIS OF THE BUILDING
GLASS BANK IN MOSTAR
Krstevska, L.; Kustura, M. & Tashkov, Lj.
DYNAMIC TESTING OF THE OLD BRIDGE IN
MOSTAR
Lozzi-Kožar, D. & Kožar, I.
INTEGRAL AND DIFFERENTIAL FORMULATION
IN RESERVOIR ROUTING
Markić, R.; Mucić, S.; Radnić, J.; Harapin, A. & Grgić, N.
NUMERICAL MODEL FOR THE NONLINEAR ANALYSIS
OF SPATIAL FRAMEWORK SYSTEMS
Marušić, M.; Gotovac, B.; Kozulić, V. & Gotovac, H.
THE ADAPTIVE NUMERICAL MODEL OF A GIRDER
ON ELASTIC BASE
Mašović, S.
THE EFFECTS OF DIFFERENTIAL SHRINKAGE IN
COMPOSITE CONCRETE GIRDERS MADE CONTINIOUS
Matošević, D.; Sigmund, V. & Zovkić, J.
EXPERIMENTAL TESTING OF OF MASONRY AND
MASONRY PIERS
Mihanović, A. & Nikolić, Ž. & Smoljanović, H.
ELASTIC RESPONSE SPECTRUM OF WIND FORCE
Mihanović, A.; Trogrlić, B. & Akmadžić, V.
NONLINEAR NUMERICAL MODEL FOR SEISMIC
ANALYSIS
Milašinović, D.
RHEOLOGICAL-DYNAMICAL THEORY OF
MULTIAXIAL FATIGUE
Milašinović, Z.
APPLICATION OF UNSTEADY NUMERICAL
MODEL MIKE 11 IN THE DETERMINATION OF RESISTANCE COEFFICIENT
Morić, D. & Hadžima-Nyarko, M.
SDOF MODEL IN SEISMIC ANALYSIS
Moslavac, D. & Zafirovski, Z.
INFLUENCE OF TECTONIC FAULT ZONES ON
TUNNEL LININGS
Munjiza, A.; Xiang, J.; Garcia, X.; Rougier, E.; Latham, J.P.; Schiava
D’Albano, G.G.; Mindel, J. & John, N.W.M.
OPEN SOURCE DISCONTINUOUS SYSTEMS
WORKBENCH FOR SCIENCE AND ENGINEERING
Nikolić, Ž.; Mihanović, A. & Živaljić, N.
RESONANT RESPONSE SPECTRUM IN SEISMIC
ANALYSIS OF STRUCTURES
Ožbolt, J.; Balabanić, G. & Periškić, G.
EFFECT OF DAMAGE ON CHLORIDE PENETRATION
PROFILES IN CONCRETE STRUCTURES
Ožbolt, J.; Kožar, I. & Travaš, V.
PENETRATION OF STEEL ANCHOR INTO A
CONCRETE BLOCK – NUMERICAL CONTACT SIMULATION
Penava, D.; Sigmund, V.; Petronijević, M. & Schmid, G.
VIBRATION ANALYSIS OF FRAME STRUCTURE
EXCITED WITH RAYLEIGH WAVES USING SPECTRAL ELEMENTS
Perić, Lj.
MODELING AND DESIGN OF DEFORMABLE DUCTILE
STRUCTURES RESISTANT TO EARTHQUAKE EFFECTS USING THE BEARING CAPACITY
METHOD
Radić, I.; Markulak, D. & Džeba, I.
NON-LINEAR MODELLING OF CASTELLATED BEAMS IN
BENDING
Rahimić, S. & Višekruna, V.
PROPOSES A METHODOLOGY AND ARCHITECTURE
SUITABLE FOR GENERATING THE PROCESS PLAN OF MACHINING PARTS
Saiidi, M. S.
PHYSICAL MODELING OF CONCRETE BRIDGES
SUBJECTED TO EARTHQUAKES
Sesartić, R.; Kozulić, V. & Gotovac, B.
THE MODELING OF ARCH STRUCTURES
Sigmund, Z. & Sigmund, V.
A POSSIBILITY OF SIMPLE MODELING OF FRAME
WITH INFILL
Simonović, G. & Verbič, B.
NONLINEAR MODEL OF MASONRY WALL
Soče, H. & Akmadžić, V.
JOINTS WITH HIGH STRENGTH BOLTS CLASS 10.9
UNDER THE TRANSIENT LOADING - EXPERIMENTAL AND THEORETICAL ANALYSIS
Šćepanović, B.; Gil Martin, L.M.; Lučić, D.; Hernandez Montes, E. &
Aleksić, S.
FEM MODELLING OF ECCENTRICALY PATCH
LOADED STEEL I-GIRDERS
Šunjić, G.; Radnić, J. & Harapin, A.
BEHAVIOR OF SUBMERGED STRUCTURES UNDER
SEISMIC LOAD CONDITIONS
Trogrlić, B.; Mihanović, A. & Balić, I.
PLASTIFICATION OF RC FRAME UNDER
MONOTONIC LOADING
Vrdoljak, A.
ON THE COMUPTATION OF ZEROS OF
POLYNOMIALS
Zejak, R. & Kopitović Vuković, N.
CALCULATION MODEL FOR A CASE OF EXPERIMENTAL
TESTING ON SLENDER RC COLUMNS
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