Note: Supplemental materials are not guaranteed with Rental or Used book purchases.
Purchase Benefits
Looking to rent a book? Rent Progress in Mechanics of Structures and Materials: Proceedings of the 19th Australasian Conference on the Mechanics of Structures and Materials (ACMSM19), Christchurch, New Zealand, 29 November - 1 December 2006 [ISBN: 9780415426923] for the semester, quarter, and short term or search our site for other textbooks by Moss; Peter J.. Renting a textbook can save you up to 90% from the cost of buying.
The ductility of suspended reinforced concrete slabs containing Class L welded wire fabric | p. 3 |
Upgrading of transmission towers using tension bracing diaphragm | p. 13 |
Assessment and prediction of remaining safe and serviceable life for corroding infrastructure | p. 17 |
Progress in advanced modeling of building structures exposed to fire | p. 25 |
Behaviour of composite beams stiffened by a longitudinal plate accounting for time effects | p. 37 |
Coupled geometric and viscoelastic nonlinearities in parabolic concrete-filled steel tubular arches | p. 43 |
Behaviour of the longitudinal shear connection in secondary composite beams incorporating trapezoidal steel decking | p. 49 |
Composite concrete slab and LVL flooring systems | p. 57 |
Eccentric loading of externally confined fibre reinforced concrete columns | p. 63 |
Experimental study of two-way FRP composite slab | p. 69 |
Local facesheet buckling of a sandwich plate with a graded core | p. 75 |
Joining materials with glass fiber reinforced plastics - an experimental study | p. 81 |
Strength of High Performance Ferrocement (HPF) composites under axial compression | p. 87 |
Shear connection in composite secondary beams with trapezoidal profiled fibre reinforced concrete slabs | p. 95 |
Elasto-plastic post-buckling analysis of plates resting on tensionless foundations | p. 103 |
Comparison of seismic performance of HSC columns confined by FRP tubes and steel reinforcement | p. 109 |
The axial crushing of nanotubes | p. 115 |
Full scale testing on composite connection using trapezoid web profiled steel section | p. 121 |
Behaviour and design of high performance steel (HPS) sections with concrete infill subjected to abnormal loading | p. 127 |
Bond tests on FRP retrofitted URM prisms | p. 133 |
Behaviour of T-stub connection to concrete-filled circular column with blind bolts and extensions | p. 141 |
Longitudinal and transverse partial interaction analysis of composite beams accounting for time effects and shear-lag effects | p. 149 |
Transient analysis of dynamic soil-structure interaction using the scaled boundary finite-element method | p. 157 |
Interfacial stresses of dissimilar thermorheologically anisotropic media | p. 163 |
Thermal stresses in multi-layered media with straight or circular boundaries | p. 171 |
Limited rotation CMM model for FE analysis of RC membranes | p. 177 |
The analysis of skew plates with two opposite simply supported edges | p. 185 |
Boundary integral equations for the bending-stretching coupling analysis of composite laminates | p. 191 |
General variational principle based shear correction method | p. 197 |
Geometrically non-linear analysis of composite stiffened & sandwich structures using the finite element method | p. 203 |
Buckling of thick plates using finite strip-elements | p. 209 |
Finite element analysis of cold-formed stud wall systems, lined on one side, under axial loads | p. 215 |
A probabilistic traffic load model for reliability assessments of bridges | p. 223 |
Finite element analysis for predicting lateral-torsional buckling modification factor | p. 229 |
Combined limit and deformation analysis of strain softening structures | p. 235 |
Evaluation of RHT model for modeling concrete in numerical simulation | p. 243 |
Using fundamental solutions to recover the Green's functions in the scaled boundary finite element method | p. 249 |
A p-adaptive scaled boundary finite element technique using projection-based interpolation and the steepest descent method | p. 255 |
Structural system identification of MR device-plane frame systems | p. 261 |
Influence of non-uniform abutment and pier movements on pounding responses of an isolated bridge structure | p. 269 |
Effects of interface material on the dynamic behaviour of rigid blocks | p. 275 |
Semi-active management of structures subjected to high frequency ground excitation | p. 283 |
Slab effects on building seismic performance | p. 289 |
Prediction of dynamic response due to distributed structural modifications | p. 295 |
Effect of spatial ground motion at a canyon site on dynamic structural responses | p. 303 |
Dynamic testing of the Sale Swing Bridge - before and after deck replacement works | p. 311 |
Laboratory measurements of dynamic properties of rail pads subjected to incremental preloads | p. 319 |
A two-degree-of-freedom model for rain-wind-induced vibration of inclined cables | p. 325 |
Simple, robust hybrid test systems for non-linear structural dynamic research and development | p. 331 |
Semi-active tuned mass damper systems | p. 337 |
Elasto-plastic response of a bar by combination of bending and twisting moment | p. 343 |
The collapse behaviour of columns with low aspect-ratios | p. 349 |
Vibration of a simply supported functionally graded plate | p. 357 |
Dependency of building fragility to source mechanisms of records selected for incremental dynamic analysis | p. 363 |
Multi-storey semi-active tuned mass damper building system | p. 371 |
Seismic protection of a four-storey one-fifth scale structure using semi-active resetable tendon elements | p. 379 |
Behaviour of brick veneer walls under in-plane racking load | p. 385 |
Seismic strengthening of low strength concrete columns by external confinement using prefabricated SFRCC panels | p. 393 |
The dynamic out-of-plane behaviour of unreinforced masonry walls | p. 401 |
Partial capacity design, an alternative to the capacity design method | p. 409 |
High force-to-volume extrusion dampers and shock absorbers for civil infrastructure | p. 415 |
Off-diagonal 2-4 damping technology using semi-active resetable devices | p. 421 |
A rapid financial seismic risk assessment methodology with application to bridge piers | p. 429 |
Performance of a damage-protected highway bridge pier subjected to bi-directional earthquake attack | p. 437 |
The effects of soil-pile foundation interaction on the inelastic seismic response of building structures | p. 443 |
A component-based approach for modelling the effect of fire on steel joints | p. 451 |
Fire performance of steel portal frame buildings | p. 457 |
Simple method for modelling hollow core concrete slabs under fire | p. 463 |
Fire resistance of connections in laminated veneer lumber (LVL) | p. 469 |
The behaviour of multi-bay, two-way reinforced concrete slabs in fire | p. 477 |
Cold-formed steel columns under simulated fire conditions | p. 485 |
Thermal bowing of steel members due to non-uniform temperature distribution | p. 493 |
Effect of temperature prediction methods on fire resistance of steel members | p. 499 |
Experimental investigation of open and closed ended piles in soft clay | p. 507 |
Investigation of the effect of critical depth on the shaft resistance of closed ended piles in clay | p. 513 |
Mechanical properties of quarry by-products | p. 519 |
Electrokinetic treatment of soft Australian clay | p. 527 |
Dynamic interaction analysis of soil pile and structure due to harmonic waves | p. 535 |
Analysis and design of pile-prestressed anchor supporting structure | p. 541 |
Evaluation of rapid chloride permeability test results using systematic increase of pozzolanic materials | p. 551 |
Cracking tendency of concretes made with slag blended cements subjected to restrained shrinkage conditions | p. 557 |
A model for compressive failure in unreinforced masonry | p. 563 |
Dynamic properties of fibre reinforced and plain ultra high performance concrete | p. 569 |
Tension and size effects of unreinforced concrete | p. 575 |
Direct shear tests with gamma ray imaging on steel fibres in cementitious materials | p. 581 |
Usage of sulphur and sulphur containing waste products in pavement materials technology | p. 587 |
Use of reclaimed asphalt pavement as an aggregate in asphalt concrete | p. 591 |
Mechanical properties of ultra low density glass micro-sphere filled syntactic foam composites | p. 595 |
A review of permeable concrete and its application to pavements | p. 601 |
The effect of controlled permeability formwork on the curing of concrete | p. 611 |
Load balancing of post-tensioned concrete beams with friction losses | p. 617 |
Performance of Damage Avoidance beam-column joint subassembly subjected to bi-directional earthquake excitation | p. 625 |
Damping in high strength concrete beams - prediction and comparison | p. 631 |
Ultimate load behaviour of concrete wall panels with varying opening configurations | p. 637 |
Polymer fibre reinforced normal and high strength concrete beams in shear | p. 645 |
Prediction of punching shear failure behaviour of slab-edge column connections with varying size and location of openings | p. 651 |
Tension stiffening in lightly reinforced concrete beams or slabs containing either steel or FRP reinforcement | p. 659 |
Behaviour of R/C beam confined with FRP cylinder | p. 667 |
Torsional resistance of high-strength concrete beams | p. 673 |
Finite element analysis of reinforced concrete walls with openings in one- and two-way action | p. 681 |
Fatigue behaviour of CFRP-repaired corroded RC beams | p. 687 |
An investigation into the behaviour of reactive powder concrete columns | p. 693 |
Research on the property of concrete slabs with type II cold-rolled deformed bars | p. 699 |
The effect of corrosion on the capacity and behaviour of a 45 year-old post-tensioned concrete bridge beams | p. 705 |
Shear strengthening of cracked RC beam using external post-tensioning | p. 711 |
The influence of chloride induced corrosion cracks on the strength of reinforced concrete | p. 717 |
Effect of concete tensile zones on the anchorage of bar reinforcement | p. 723 |
Modelling single span and continuous deep beams using Strut-and-Tie Method | p. 731 |
Behaviour and Strut-and-Tie modelling of asymmetrically loaded deep beams | p. 739 |
Simple model for overturning and damage | p. 749 |
Response of light-framed clad walls to blast vibrations | p. 755 |
Modelling localised response of steel fibre reinforced ultra high-strength concrete panels under high velocity impact | p. 761 |
Human-induced vibration of floor systems and stadia - some practical observations from field measurements | p. 769 |
Numerical modelling of simply supported square tubular beams subjected to a uniform blast load | p. 777 |
Blast induced ground vibration limits on infrastructure | p. 783 |
The teaching of impact dynamics | p. 789 |
Analytical model of glazing panel subject to impact loading | p. 797 |
Transmitted shock on contact with rubber | p. 805 |
Strength of concrete-filled stainless steel tubes under impact loading | p. 811 |
Impact resistance of reinforced concrete columns : experimental studies and design considerations | p. 817 |
Impact response analysis of railway track structure using vehicle-track interaction modelling | p. 825 |
Heterogeneous model for concrete under blast loading | p. 833 |
Yielding shear panel device for passive energy dissipation | p. 843 |
Structural failure of compact tubes in bending | p. 849 |
Structural collapse of slender and noncompact tubes in bending | p. 855 |
Basic behaviour of round press-joints used in an ultra long-spanning hybrid steel deck | p. 861 |
The effect of diffusible hydrogen on tensile properties of high strength steel bead on plate weldments | p. 867 |
Experimental study of high strength steel beams subject to local buckling effects | p. 873 |
Effectiveness of a common leg reinforcing method used for strengthening existing transmission towers | p. 881 |
Analysis of seismic damage using time series models and artificial neural networks | p. 889 |
Determining the seismic transfer function infimum for a structural design | p. 895 |
Damage database for residential structures | p. 903 |
Modal-based damage identification methods for plate-like structures | p. 909 |
Multi-chemo physical approach to life-cycle assessment of structural concrete | p. 915 |
Real-time integral based structural health monitoring | p. 925 |
Towards a rule-based matrix for evaluating distress mechanisms in bridges | p. 931 |
Condition assessment of Balla Balla River Bridge in Western Australia | p. 937 |
Buckling of thin rectangular plates by shearing force | p. 945 |
Simulation of crack interaction in a concrete beam | p. 953 |
Flexural torsion in a thin rectangular bar | p. 961 |
An explicit finite element method for the analysis of masonry shear walls containing reinforcement | p. 967 |
An inverse approach for the evaluation of plastic constitutive parameters from structural response | p. 975 |
Verifications of shear strength of masonry walls retrofitted using FRP | p. 981 |
Variational formulations in nonlinear frame analysis including shear deformation | p. 989 |
Concrete stresses and strengths for gravity loading in a Roman theatre | p. 995 |
Damage evaluation of a timber beam using a modal-based method | p. 1005 |
Defining appropriate limit states for design of timber connections in Australia and New Zealand | p. 1011 |
Accessible and reliable design of stressed-skin panels-an Australian perspective | p. 1017 |
Table of Contents provided by Blackwell. All Rights Reserved. |
The New copy of this book will include any supplemental materials advertised. Please check the title of the book to determine if it should include any access cards, study guides, lab manuals, CDs, etc.
The Used, Rental and eBook copies of this book are not guaranteed to include any supplemental materials. Typically, only the book itself is included. This is true even if the title states it includes any access cards, study guides, lab manuals, CDs, etc.