ISUCCES 2013 – Student Conference & Workshop Proceedings

Description

0 03 - Content Old Bridge in Mostar: construction, building materials and dynamic characteristics Fiber reinforced plastics‒fiber reinforced concrete in reinforcement of beam‒column junctions Rehabilitation of the Old Abattoir in Valletta, Malta. Condition Report and Analysis of the Ceilings of the second floor Ground temperature variation due to the operation of geothermal heat pumps Investigation of the Applicability and Effectiveness of Base Isolation in Retrofitting of an Interwar RC Building Experimental Procedure for Slip Factor Obtaining At Connections with Preloaded Bolts Some experiences from physical modelling of retaining wall Application and Analysis of Anisotropic Solar Irradiance Model in Conceptual Design of a Building Strength parameters of the flysch rock mass from the Pazin Paleogene Flysch Basin, Istrian Peninsula, Croatia Asphalt mixture with crushed rubber from used tires Centre of research for progressive building envelopes A Parametric Investigation of Code Based Performance Limits for Wide Beam Anisotropic shells bending analysis Combined non-destructive and destructive tests for the mechanical characterization of timber samples Blank Page Blank Page Blank Page Blank Page 1 BiH1 - Old bridge in Mostar-OK Old Bridge in Mostar: construction, building materials and dynamic characteristics Abstract: 1 Introduction 2 Construction of the bridge 3 Building materials in the bridge construction 3.1 Cracks on the bridge 4 Dynamic characteristics of the bridge 4.1 Experimental analysis 4.2 Analytical (numerical) analysis 5 Conclusion GRE1 - Fiber reinforced plastics-fiber reinforced concrete-OK Abstract: 2.1 Fiber reinforced plastics 2.1.1 Composition of the material 2.1.2 FRPs‒Upgrading Existing‒Repairing Damaged Structures 2.2 Fiber reinforced concrete (FRC) 2.2.1 Composition of the material 2.2.2 Basic features and uses of FRC 3.2 Test setup 3.3 Test results 3.3.1 Strength ratio 3.3.2 Stiffness ratio 3.3.3 Energy absorption ratio 4 The importance of sacrificing the beams‒preserving columns and joints 5 Conclusions Acknowledgements REFERENCES GRE2 - Rehabilitation of the Old Abattoir in Valletta, Malta-OK 1.1 Purpose of the report 1.2 History of the Building 2 Condition Report 2.1 General Description 2.2 Case of a partially caved in ceiling 2.3 Case of a non- caved in ceiling 2.4 Possible rehabilitation solutions 2.4.1 Slab 3 Analysis 3.1 Analysis of a composite slab 3.1.1 General Description 3.1.2 Calculation 3.2 Analysis of an existing stone slab 4 Conclusion REFERENCES GRE3 - Ground temperature variation-OK 1 Introduction 1.1 Geothermics 1.2 Shallow Geothermics 1.2.1 Uses and Advantages of Geothermics 1.2.2 Shallow Geothermic Systems 2 The effects of the operation of geothermal heat pumps on the ground 2.1 Basic Principle and Assumptions 2.2 Buckingham’s Pi Theorem 2.3 Preliminary description of the experimental setup 3 Conclusion Acknowledgements GRE5 - Investigation of the Applicability and Effectiveness-OK Abstract: 1 Introduction 2 The building under consideration 2.1 General Characteristics 2.2 Materials 2.3 Sectional Characteristics: Dimensions and Detailing 3 Base isolation system description 4 Analytical Modelling 4.1 Modeling Assumptions and Parametets 4.2 Modelling of the non-linear behaviour 4.2.1 Columns and beams 4.2.2 Masonry infills 4.2.3 Rubber bearings 4.3 Loads 5 Analyses results 5.1 Eigenvalue analysis Figure 5 – Mode shapes of the structure before and after the retrofit 5.2 Drifts 5.2.1 Inter-storey drifts (IDs) Figure 6 – Inter-storey drifts (ID) of the various building floors. (a) Response-Spectrum analysis, (b) Thessaloniki 1978 record anal, (c) Athens 1999 record. 5.2.2 Bearing displacements 5.3 Base shear 6 Conclusions Acknowledgements MK1 - Experimental Procedure For Slip Factor-OK Abstract: 1 Introduction 2 Comparative Calculation of the Bearing Capacity of the Bolts 2.1 Shear capacity 2.2 Slip Resistance 3 Experimental Determination of Slip Factor 3.1 Sample Preparation and Examination 3.2 Measured Results 4 Conclusion MK2 - Some experiences from physical modelling of retaining wall-OK Abstract 4 Conclusions and recommendations Acknowledgements RI1 - Application and Analysis of Anisotropic Solar Irradiance Model-OK SK1 - Asphalt mixture with crushed rubber from used tires-OK Abstract: 1 Introduction 2 Crushed rubber from used tires 2.1 Background of waste tire problem 2.2 Production of crushed rubber – processing technology 2.2.1 Ambient tire grinding 2.2.2 Cryogenic grinding 2.3 Features of recycled – crushed rubber 3 Materials 3.1 Asphalt mixture 3.1.1 Aggregates 3.1.2 Binder 3.2 Technology 4 Test of samples 4.1 Tests 4.2 Results 5 Conclusion SK2 - Centre of research for progressive building envelopes-OK Abstract: 1 Introduction 2 Currently realized research - quasi stationary state evaluation 2.1 Test equipment – research of progressive envelope structures 2.2 Test equipment – progressive system of engineering environments 3 Evaluation within laboratory conditions 4 Conclusion TR1 - A Parametric Investigation-OK Abstract: 1 Introduction 2 Code Performance Limits 2.1 Eurocode 8 Performance Limits [2] 2.1.1 Limit State of Near Collapse (NC) 2.1.2 Limit State of Significant Damage (NC) 2.1.3 Limit State of Damage Limitation (DL) 2.1.4 ASCE/SEI 41 Performance Limits [3] 2.1.5 Turkish Earthquake Code 2007 Performance Limits [1] 3 Comparison of Code Limits for Wide Beams 3.1 Effect of Beam Width to Performance Limits 3.2 Effect of Transverse Reinforcement Spacing to Performance Limits 3.3 Effect of Steel Classes to Performance Limits 3.4 Effect of Transverse Reinforcement Type to Performance Limits 4 Conclusion ZG1 - Anisotropic shells bending analysis-OK Abstract: 1 Introduction 2 Wood as a constructive element 2.1 Wood in civil engineering 2.2 Economic advantages of wooden constructions 2.3 Wooden constructions within a framework of sustainable development 2.4 Wood properties 2.4.1 Aesthetic properties 2.4.2 Physical properties 2.4.3 Physical and chemical properties 2.4.4 Mechanical properties 3 Wood strength in two directions vertical to each other 3.1 Strength in the direction of longitudinal grains 3.2 Strength vertical to the direction of grains 4 Differential equation of an anisotropic shell 5 Solving differential equations by Finite difference method (FDM) 5.1 Appliance of Finite difference equations to bending of anisotropic simply supported shells 6 Numerical example 7 Conclusion ZG2 i ZG3 - Combined non-destructive and destructive tests-OK Abstract: 1 Introduction 2 Materials and methods 3 Non-destructive tests [1, 2] 4 Destructive tests [1, 2] 5 Comparison NDT and DT 6 Conclusion Blank Page Blank Page Blank Page Blank Page Blank Page Blank Page Blank Page Blank Page Blank Page Binder2.pdf RI2 - Strength parameters of the flysch rock mass-OK 1 Introduction 2 Geology of the Istrian Peninsula 3 Research, materials and methods 3.1 Strength criteria 3.1.1 Geological Strength Index GSI 3.1.1 Uniaxial compressive strength of intact rock σci 3.1.2 Constant mi 3.2 Weathering estimation 3.3 Point Load Test 4 Results 5 Discussion and conclusion Acknowledgements 05 - GFOS zadnja.pdf 05 - GFOS zadnja Naslovna.pdf 00 - Naslovna JOSIP JURAJ STROSSMAYER UNIVERSITY OF OSIJEK Donatori.pdf 06 - Donatori Bus-Tram.pdf 00 - ! Unutarnje korice 1 Blank Page Predgovor.pdf 02 - Predgovor Korice 1.pdf Naslovnica 1 Blank Page Korice 3.pdf Naslovnica iznutra 2 Korice 2.pdf Naslovnica 1