| Preface |
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xv | |
| Scientific committee |
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xvii | |
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Analysis of dynamic penetration of soils |
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3 | (12) |
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Strategies for structural health monitoring of bridges: Japan's experience and practice |
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15 | (6) |
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Recycled and renewable materials as resources for electric arc furnace steelmaking |
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21 | (8) |
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Terror, security, and money: The risks, benefits, and costs of critical infrastructure protection |
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29 | (14) |
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Composite structures, materials |
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Concrete filled fabricated VHS tube to mild steel plate triangular stub columns under axial compression load |
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43 | (6) |
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Multi-objective design optimisation of GFRP sandwich beams |
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49 | (6) |
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Effect of construction sequence in the axial shortening behaviour of composite columns |
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55 | (6) |
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Structural evaluation of concrete expanded polystyrene sandwich panels for slab applications |
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61 | (6) |
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Long-term deformation of composite concrete slabs under sustained loading |
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67 | (6) |
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Residual strength of timber-concrete composite beams after long-term test |
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73 | (6) |
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Effect of boundary conditions on the creep response of sandwich beams with a viscoelastic soft core |
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79 | (6) |
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A review of FRP composite truss systems and its connections |
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85 | (6) |
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Post-critical behaviour of sandwich cylindrical shells with variable thickness |
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91 | (4) |
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Analytical solution of multi-layer composite beam including interlayer slip and uplift |
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95 | (6) |
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Time dependent behaviour of two-layer composite beams |
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101 | (6) |
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Effect of ply configuration on hollow square reinforced concrete columns confined with Carbon fibre-reinforced polymer (CFRP) |
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107 | (6) |
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Electroelastic analysis of interface cracks and corners in piezoelectric composites using scaled boundary finite element method |
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113 | (6) |
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Long-term in-plane analysis of concrete-filled steel tubular arches under a central concentrated load |
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119 | (8) |
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A comparison of various plate theories for functionally graded material sandwich plates |
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127 | (6) |
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Crack propagation modeling in functionally graded materials using polygon elements modeled by the scaled boundary finite element method |
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133 | (6) |
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Effect of eccentric load on retrofitted reinforced concrete columns confined with FRP |
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139 | (6) |
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Application of externally post-tensioned FRP bars for strengthening reinforced concrete members |
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145 | (4) |
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Evaluation of effective width of GFRP-steel composite beams for structural construction |
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149 | (6) |
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Behaviour of composite steel-concrete beams under elevated temperatures |
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155 | (6) |
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Experimental trends of FRP-to-concrete joints anchored with FRP anchors |
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161 | (8) |
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Multi-scale nonlinear elastic analysis of thin-walled members including local effects |
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169 | (6) |
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Thin plate bending analysis using the generalized RKP-FSM |
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175 | (8) |
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On volume change dependency of the soil water characteristic curve in numerical modeling of unsaturated soils |
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183 | (6) |
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Improved nonlinear analysis methods-for determining the initial shape of cable-supported bridges |
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189 | (6) |
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Efficient bending analysis for piezoelectric plates using scaled boundary finite-element method |
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195 | (6) |
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Evaluation of stress intensity factors on cracked functionally graded materials using polygons modelled by the scaled boundary finite element method |
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201 | (6) |
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In-plane stability of variable cross-section columns with shear deformations |
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207 | (6) |
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Limit analysis in the presence of plasticity and contact |
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213 | (6) |
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Application of explicit finite element analysis in solving practical structural engineering problems |
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219 | (6) |
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Fluid flow through single fracture using Lattice Boltzmann Method |
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225 | (8) |
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The behaviour of fibre reinforced continuous concrete slabs under load - an experimental study |
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233 | (8) |
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Application of flexible facade systems in reducing the lateral displacement of concrete frames subjected to seismic loads |
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241 | (6) |
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Investigation of ground flint glass as a supplementary cementitious material in autoclaved lime-silica binders |
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247 | (4) |
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Finite element model calibration of an instrumented RC building based on seismic excitation including non-structural components and soil-structure-interaction |
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251 | (6) |
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Modelling of reinforced concrete beam response to repeated loading including steel-concrete interface damage |
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257 | (6) |
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Shear strengthening of RC beam with external FRP bonding: A state-of-the-art review |
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263 | (6) |
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Evaluation of longitudinal bond shear stress and bond-slip relationship in composite concrete slabs using partial shear connection method |
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269 | (6) |
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Evaluation of mechanical properties of carpet fibre reinforced concrete |
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275 | (6) |
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Bond failure in grouted post-tensioned slab tendons with little or no initial prestress |
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281 | (6) |
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Effect of supporting conditions on the long-term load capacity of high strength concrete panels |
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287 | (6) |
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A mathematical model for complete stress-strain curve prediction of permeable concrete |
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293 | (6) |
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Effects of temperature, relative humidity and outdoor environment on FRP-concrete bond |
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299 | (6) |
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A preliminary investigation of the strength and ductility of lapped splices of reinforcing bars in tension |
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305 | (8) |
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Feasibility study of autonomous deformation control of PC viaducts |
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313 | (6) |
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Anchorage of deformed reinforcing bars in tension: An outlook for advanced formulation of a bond-slip constitutive law |
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319 | (6) |
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Structural performance of 45 year old corroded prestressed concrete beams |
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325 | (8) |
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Fatigue behaviour of reinforced concrete beams with addition of steel fibres |
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333 | (6) |
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An experimental study on the shrinkage and ultimate behaviour of post-tensioned composite slabs |
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339 | (6) |
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Instantaneous and long-term behaviour of cracked reinforced concrete slabs prepared with different curing conditions |
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345 | (6) |
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Effect of reinforcement confinement on concrete cover cracking in reinforced concrete structures |
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351 | (6) |
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Lateral strain of confined concrete incorporating size effect |
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357 | (6) |
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Combining high-strength self-compacting and normal-strength concretes in reinforced concrete frame structures |
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363 | (6) |
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Investigating the arching action in reinforced concrete beams |
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369 | (6) |
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FEM modelling and analysis of reinforced concrete section with lightweight blocks infill |
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375 | (6) |
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Effective stiffness of reinforced concrete section with lightweight blocks infill |
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381 | (6) |
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Dynamic analysis of structures |
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Assessment of key resppnse quantities for design of a cable-stayed bridge subjected to sudden loss of cable(s) |
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387 | (6) |
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Ambient vibration tests and analysis of a multiple-span elevated bridge |
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393 | (6) |
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A novel piezoelectric wafer-stack vibration energy harvester |
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399 | (6) |
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Optimization-based interval dynamic response analysis of a bridge under a moving vehicle with uncertain properties |
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405 | (6) |
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Automatic dynamic crack propagation modeling using polygon scaled boundary finite elements |
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411 | (6) |
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Dynamic analysis for plate structures by the scaled boundary finite-element method |
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417 | (8) |
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Earthquake, wind engineering |
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A newly developed analytical model of transient downburst wind loads |
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425 | (6) |
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Dynamic behaviour of flexible facade systems in tall buildings subjected to wind loads |
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431 | (6) |
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Seismic risk analysis based on historical events reported in Sri Lanka |
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437 | (6) |
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Influence of infilled masonry wall on vibration properties and dynamic responses of building structures to earthquake ground excitations |
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443 | (6) |
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Behavior of reinforced concrete rectangular aboveground tanks subjected to near-source seismic excitations |
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449 | (6) |
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A comparative study on the seismic performance of moment resisting frame steel buildings, designed by IBC and Eurocode, based on nonlinear time history analyses |
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455 | (6) |
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Optimal story-wise distribution of viscous dampers in a five-story-building |
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461 | (8) |
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Effects of vertical seismic loadings on safety evaluation for earth dams |
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469 | (6) |
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Smart structures embedded with MR dampers using non-affine Fuzzy Control |
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475 | (4) |
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Seismic performance improvement of stone masonry buildings in mud mortar |
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479 | (6) |
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Quasi-static testing protocol for simulating earthquake conditions in regions of low-moderate seismicity |
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485 | (6) |
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Dynamic analysis of structures with interval parameters under random process earthquake excitations |
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491 | (8) |
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Assessment of wollastonite microfibre on drying shrinkage behaviour of cement-based composites |
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499 | (6) |
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Experimental study on the bondline behavior between concrete and FRP materials |
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505 | (8) |
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An experimental investigation of a thermal break composite facade mullion section |
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513 | (6) |
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Mechanical properties of bamboo fiber-polyester composites |
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519 | (6) |
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Influence of hooked-end steel fibers on absorbed energy of slurry-infiltrated fiber concrete in flexural test |
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525 | (6) |
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Properties and behaviour of gomuti fibre composites under tensile and compressive load |
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531 | (6) |
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Formula for SIF of cracked steel plates strengthened with CFRP plate |
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537 | (6) |
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Influence of in-situ pore pressures and temperatures on spalling of reinforced concrete walls subjected to hydrocarbon fire |
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543 | (6) |
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Thermal performance of non-load bearing LSF walls using numerical studies |
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549 | (6) |
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Prediction of shear failure of hollowcore slabs exposed to fire |
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555 | (6) |
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A review on fire protection for phase change materials in building applications |
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561 | (6) |
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Self-strengthening of structural steel members using shape memory alloys in fire |
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567 | (8) |
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Foundation and pavement engineering |
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Review of residential footing design on expansive soil in Australia |
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575 | (6) |
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Analysis of pile group behaviour due to excavation induced ground movements |
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581 | (6) |
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Inelastic lateral seismic response of building frames under influence of bedrock depth variations incorporating soil-structure interaction |
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587 | (6) |
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Numerical and experimental investigations of stress wave propagation in utility poles under soil influence |
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593 | (8) |
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Comparison of existing design methods for geosynthetic reinforced pile-supported embankments: Three-dimensional numerical modelling |
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601 | (6) |
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Efficient modeling of wave propagation in unbounded domains using the scaled boundary finite element method |
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607 | (6) |
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Experimental investigation of desiccation of clayey soils |
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613 | (6) |
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A geotechnical site investigation by surface waves |
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619 | (6) |
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A constitutive permeability evolution model for fractured porous media |
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625 | (4) |
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Comparisons of seismic rock slope stability assessments between the Hoek-Brown and Mohr-Coulomb failure criteria |
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629 | (6) |
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Permeability of the fractured rockmass - A review |
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635 | (6) |
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Horizontal-to-vertical spectral ratio inversion using Monte Carlo approach and enhanced by Rayleigh wave dispersion curve |
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641 | (6) |
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An investigation of arching mechanism of geosynthetic reinforced column supported embankments |
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647 | (8) |
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Synergistic energy absorption in the in-plane static compression response of filled honeycombs |
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655 | (6) |
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Stress analysis of cemented wellbores in geosequestration of carbon dioxide |
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661 | (6) |
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Metal surface profile and residual stress: Persuasion of adhesion |
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667 | (6) |
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Strength of glass under concentrated force |
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673 | (6) |
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Orthotopic Simo and Pister hyperelasticity |
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679 | (6) |
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Pressure correction in water-bag testings to investigate post cracked behaviour of laminated glass |
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685 | (6) |
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Biomechanical environment of early stage of bone healing under biological internal fixation |
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691 | (6) |
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Material structural design with isotropy constraint |
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697 | (6) |
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Experimental study on mixed-mode fracture between concrete and rock |
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703 | (6) |
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In-plane buckling analysis of funicular arches with pinned supports |
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709 | (8) |
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New design and construction technologies |
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Structural performance under lateral loads of innovative prefabricated modular structures |
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717 | (6) |
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Displacement based design method for outrigger braced tall buildings |
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723 | (6) |
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Innovative materials for next generation facade systems |
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729 | (6) |
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Review of diaphragm actions in domestic structures |
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735 | (6) |
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Study of blockage effect on scouring pattern downstream of a box culvert |
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741 | (6) |
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Fundamentals of impact actions-demonstrated by miniature experimentations |
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747 | (4) |
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Numerical simulation of impact pile driving and its effect on far field |
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751 | (6) |
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Effects of energy level and impact repetitions on the impact fatigue behaviour and post-impact flexural properties of square FRP pultruded tubes |
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757 | (6) |
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A novel adaptive base isolator utilising magnetorheological elastomer |
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763 | (6) |
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Numerical modelling of composite textile subjected to impact loading |
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769 | (6) |
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Bio-inspired composite structure subjected to underwater impulsive loading |
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775 | (6) |
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Numerical simulation of concrete spalling under impact |
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781 | (6) |
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Simulation of pressure impulse diagrams for foam protected RC members |
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787 | (6) |
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Impact analyses simplified by the two-degrees-of-freedom models |
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793 | (8) |
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Steel and aluminium structures |
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Testing of steel-CFRP adhesive joints under freeze-thaw cycling |
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801 | (6) |
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A new kinetic model for steel specific heat during phase transformation |
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807 | (6) |
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Finite element modeling of a beam-column connection in industrial storage racking structures |
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813 | (6) |
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Shear tests of lipped channel beams with stiffened web openings |
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819 | (6) |
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The use of neural networks for identification of parameters of semi-rigid connections |
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825 | (4) |
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Finite element modeling of existing cable net structures |
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829 | (6) |
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Theoretical research on cold-formed channel sections under bending |
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835 | (6) |
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Analysis of a railway turnout system with a spot replacement sleeper |
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841 | (6) |
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Stability reinforcement of steel plates by heat-induced stress deformation fields |
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847 | (6) |
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Numerical study of block shear strength of coped beams bolted with angles/tee-section |
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853 | (6) |
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Re-evaluation of shear strength of high strength bolts in AS 4100 |
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859 | (8) |
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Structural health monitoring |
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A comparative study on the performance of the damage detection methods in the frequency domain |
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867 | (6) |
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A FRF-based damage detection method utilising wavelet decomposition |
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873 | (6) |
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Adaptive multiple forgetting factor recursive, least square (AMFF-RLS) for real-time structural identification |
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879 | (6) |
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Integrated bridge deterioration modeling for concrete elements incorporating Elman Neural Network |
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885 | (6) |
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Transmissibility function analysis for boundary damage identification of a two-storey framed structure using artificial neural networks |
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891 | (6) |
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Numerical computation of dispersion relations in three-dimensional waveguides |
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897 | (6) |
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Long-term monitoring of vibration properties of structures with different materials and boundary conditions |
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903 | (6) |
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Deterioration prediction of concrete bridges with artificial neural network (ANN) derived from discrete condition data |
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909 | (6) |
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Structural damage detection using the Wiener filter |
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915 | (6) |
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Evaluation of thermal gradients and their effects in a bridge box girder using monitoring data |
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921 | (6) |
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Numerical modelling of Lamb waves in cracked plates using the scaled boundary finite element method |
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927 | (6) |
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Mechanical properties of epoxy grouts for structural repair |
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933 | (6) |
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Damage detection in a timber bridge model |
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939 | (8) |
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Structural optimisation and reliability |
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Reliability analysis of steel pipeline welds subjected to long-term seawater exposure |
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947 | (6) |
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Statistical safety factor calibration of short concrete-filled steel tubular columns |
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953 | (6) |
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Model updating of a full-scale bridge structure using particle swarm optimization |
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959 | (6) |
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Spatial reliability analysis of reinforced concrete columns subject to explosive blast loads |
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965 | (6) |
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Uncertainty in long-term analysis of concrete-filled steel tubular columns under sustained loading |
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971 | (6) |
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Topology optimization under displacement and softening constraints |
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977 | (6) |
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Damage severity estimation using Parallel Genetic Algorithm and power spectral density |
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983 | (8) |
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Modal analysis of structures with mixed random and fuzzy parameters |
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991 | (6) |
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Uncertain limit analysis of structures with interval parameters |
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997 | (8) |
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Sustainability of structures and materials |
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A novel acid resistant green mortar for high corrosive environments |
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1005 | (4) |
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Environmental impact assessment of post tensioned and reinforced concrete slab construction |
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1009 | (6) |
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Deterioration of concrete structures in Australia under a changing climate |
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1015 | (6) |
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High-strength self-compacting concrete for sustainable construction |
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1021 | (6) |
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Advancement in construction: Application of "Rapid Quality Identification Technique" in stone for risk mitigation and sustainability |
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1027 | (6) |
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Damage potential to residential structures due to ground movement |
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1033 | (6) |
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An overview of sustainable concrete made with scrap rubber |
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1039 | (8) |
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Steel-timber hybrid structures - Design performance and dynamic behaviour |
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1047 | (6) |
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Review on long-term behaviour of timber-concrete composite floors |
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1053 | (6) |
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The predictive model for strength of inclined screws as shear connection in timber-concrete composite floor |
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1059 | (6) |
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Dynamic performance of timber flooring systems |
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1065 | (6) |
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Stressed cross-laminated-timber for bridge applications |
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1071 | (6) |
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Behaviour of stress wave propagation in utility timber pole |
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1077 | (6) |
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Ultimate performance of timber connection with normal screws |
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|
1083 | (8) |
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Concrete/material technology |
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Characterisation of cement mortar containing oil-contaminated aggregates |
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1091 | (6) |
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An experimental investigation into the tensile strength of steel fibre reinforced concrete |
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1097 | (8) |
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Comparison of the analytical models to determine modulus of rupture of self-compacting concrete and conventional concrete |
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|
1105 | (8) |
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Effects of fly ash on compressive strength of structural concrete |
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1113 | (6) |
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Brown coal fly ash geopolymer mortar |
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1119 | (4) |
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Evaluation of fresh properties effect on the compressive strength of polypropylene fibre reinforced polymer modified concrete |
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1123 | (6) |
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Engineered cementitious composites incorporating recycled concrete fines |
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1129 | (6) |
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Effect of different concentrations of lime water on mechanical properties of high volume fly ash concrete |
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1135 | (8) |
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Recycled aggregate concrete prepared with water-washed aggregates - An investigative study |
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|
1143 | (4) |
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Mechanical properties of polymer concrete with different types of resin |
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|
1147 | (6) |
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Investigation on the mathematical models of chloride diffusion coefficient in concrete exposed to marine environment |
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|
1153 | (6) |
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Investigation of flint glass for partial replacement of fine aggregate in fly ash cement-based mortars |
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1159 | (6) |
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Effect of polyvinyl alcohol fibre and fly ash on flexural tensile properties of concrete |
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|
1165 | (6) |
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Investigation into cavitation as a cause of rate-dependent fatigue loss in submerged concrete members |
|
|
1171 | (6) |
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Mechanical properties of fibre reinforced reactive powder concrete after exposure to high temperatures |
|
|
1177 | (6) |
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Assessment of bottom ash use as fine aggregate replacement in concrete |
|
|
1183 | (4) |
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Assessment of compressive strength of elastomeric modified concrete incorporating waste tyre rubber |
|
|
1187 | (6) |
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Acids attack on silica fume high-strength concrete |
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|
1193 | (6) |
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Drying shrinkage of concrete made from recycled concrete aggregate |
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|
1199 | (6) |
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| Author index |
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1205 | |
Lisainfo e-raamatute kohta