Proceedings of the Institution of Civil Engineers-Structures and Build

Papers
(The TQCC of Proceedings of the Institution of Civil Engineers-Structures and Build is 3. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-04-01 to 2024-04-01.)
ArticleCitations
The bond strength of self-compacting concrete exposed to elevated temperature27
Cyclic response of masonry piers retrofitted with timber frames and boards23
Fire safety engineering principles applied to a multi-storey steel building16
Finite-element modelling of concrete-filled steel tube columns wrapped with CFRP16
Finite element analysis of alternative load paths in a platform-framed CLT building15
Effect of soil saturation on load transfer in a pile excited by pure vertical vibration13
High-performance resilient earthquake-resisting moment frames12
Stability of light steel walls in compression with plasterboards on one or both sides12
Equivalent-frame model for elastic behaviour of cross-laminated timber walls with openings12
Contact explosion response of RC columns: experimental and numerical investigation11
On-site testing of masonry shear walls strengthened with timber panels11
Vertical and horizontal displacement of model piles in dry soil with horizontal excitation11
Testing and modelling of geopolymer concrete members with fibreglass reinforcement10
Seismic capacity of irregular unreinforced masonry buildings with timber floors10
Seismic retrofit of stone walls with timber panels and steel wire ropes9
ANNA: advanced neural network algorithm for optimisation of structures9
Using steel and polypropylene fibres to improve the performance of concrete sleepers8
Seismic reliability assessment of steel moment-resisting frames using Bayes estimators8
Reappraisal of methods for calculating flexural capacity of reinforced concrete members8
A new procedure to determine equivalent strut of infill walls with openings for engineering applications8
In-plane strengthening of masonry buildings with timber panels8
Experimental evaluation of dowel-type timber joints with wooden dowels8
Optimum slip load of T-shaped friction dampers in steel frames by endurance time method8
Load-bearing capacity testing of dowel pin anchorage in granite cladding8
Discrete-element analysis of floor influence on seismic response of masonry structures8
Pull-out tests of ribbed steel reinforcing bars embedded in concrete with steel fibres8
Simulation of behaviour of swelling soil supported by a retaining wall7
A new model for reinforced concrete columns strengthened with fibre-reinforced polymer7
A basis for developing sustainable earthquake-resisting structures7
Investigation of BFRP bar reinforced geopolymer concrete filled BFRP tube columns7
Comparison of mechanical and durability properties of concrete and fired facing bricks7
Estimation of the effect of surface blast on buildings7
Moment–rotation response of post-tensioned self-centring beam–column connection6
Reinforcement of dowel-type timber joints with self-tapping screws6
Behaviour of sea sand recycled concrete filled steel tube under axial compression6
Hybrid-fibre-reinforced concrete containing multi-wall carbon nanotubes6
Hybrid seismic control of buildings using tuned mass and magnetorheological dampers6
Numerical study of seismic response of irregular multi-frame reinforced concrete bridges6
Blast response of laminated glass panels: a critical review of analysis and design methods5
Vertical seismic isolated rocking-core system5
Modelling the influence of steel structure compartment geometry on travelling fires5
Reliability analysis of models for predicting T-beam response at ultimate limit response5
Application of nanosilica in reinforced concrete beams5
Research progress of curved plates in China. I: Classification and forming methods5
Improved shell element for geometrically non-linear analysis of thin-walled structures5
Simplified approach to assess the vulnerability of masonry buildings under tsunami loads5
Ambient vibration test and modelling of historical timber mosques after restoration5
Embodied carbon, embodied energy and renewable energy: a review of environmental product declarations5
Evaluation of concrete–steel interfaces in steel tubes filled with chipped rubber–concrete5
Residual properties of concrete exposed to elevated temperatures5
Numerical study on seismic behaviour of buckling-restrained steel plate shear walls5
A review of the characteristics and structural behaviour of sandwich panels5
Using steel slag aggregate to strengthen self-compacting concrete durability5
Analysis of conventionally reinforced coupling beams using non-linear strut-and-tie model5
Optimisation-driven design in the architectural, engineering and construction industry5
Damage detection under temperature conditions using PCA – an application to the Z24 Bridge5
Experimental and numerical study of RC columns under lateral low-velocity impact load5
Investigating the seismic behaviour of high-performance steel plate shear walls5
Strengthening mechanism and microstructure of fibre-reinforced coral mortar and concrete5
Influence of the bonding of rebar dowel with adhesive on wood–concrete composite specimens4
Experimental study of clip angle bolted connection between two cold-formed steel channels4
Reinforcement of ancient floors by timber–concrete composite systems with collar connector4
Influence of historic roof structures on the seismic behaviour of masonry structures4
Damage simulation algorithm for reinforced concrete structures under seismic loading4
Behaviour of steel beams retrofitted with anchored carbon-fibre-reinforced polymer strips4
Effect of concrete modification on shear of connections for timber–concrete composites4
Physico-mechanical properties of lime–silica fume pastes modified with nano-metakaolin4
Response of concrete buildings with steel shear walls to near- and far-field earthquakes4
Optimal location of acoustic emission sensors for detecting rail damage4
Strengthening of timber floors with concrete-type adhesives4
Experimental testing and analysis of the axial behaviour of intermeshed steel connections4
Axial compressive stress–strain model for hybrid-reinforced concrete columns with FRP ties4
Strengthening of reinforced concrete frames with engineered cementitious composite panels4
Modelling of infill walls in reinforced concrete buildings under low-amplitude vibrations4
Seismic fragility of concrete bridges designed to current and older Aashto specifications4
Simulating the passive confinement of rectangular concrete prisms allowing for size effect4
Imposed loading effects on reinforced concrete walls restrained at their base4
Flexural properties of concrete-filled, double-skin, square-hollow-section tubular beams4
Dynamic response control of engineering structure equipped with smart compound damper4
Strengthening stone beams with prefabricated polymer-reinforced stone plates4
Effect of concrete workability on bond properties of steel rebar in pre-cracked concrete4
Vibration performance assessment of a long-span steel footbridge4
Conflicts between reinforced concrete design assumptions and actual concrete behaviour4
Study of the damage indices of concrete members reinforced with high-strength steel4
Innovative design and construction of a permanent elastic timber gridshell4
Punching of edge column–slab connections – comparison of tests and codes4
Seismic design of steel moment-resisting structures based on life-cycle cost4
Post-fire reliability analysis of concrete beams retrofitted with CFRPs: a new approach4
Upgrading seismically isolated bridges with space-flange energy-dissipation devices3
Performance of a novel built-up column composed of four cold-formed tubes3
Artificial neural network implementation for masonry compressive strength estimation3
Assessment of shear-resisting mechanisms of steel-fibre-reinforced concrete beams3
Shaking table test and investigation of rocking effect in a high-rise isolated structure3
Commentary: Reflections on the Turkey–Syria earthquakes of 6 February 20233
Shear strengthening of existing reinforced concrete beams with embedded bars – an overview3
Progressive collapse of regular- and irregular-plan concrete structures in an earthquake3
Development of high-strength lightweight non-autoclaved aerated concrete3
Design feasibility of long-span composite bridge with corrugated steel webs3
Torsional strengthening of reinforced concrete hollow beams with stainless steel wire mesh3
Mechanical behaviour of angles used to strengthen rectangular steel columns3
Retrofit of concrete columns with fibre strips using grooves and corner battens3
Evaluation of seismic demands of reinforced concrete frames with steel plate shear wall3
Evaluation of traditional deformation limits for segmental tunnels in soft soils3
Durability and strength variation due to corrosion in RC beams using brick and stone chips3
Pseudo-lower bound method for assessing concrete slabs3
Punching strength of concrete footings based on the compression zone failure mechanism3
‘Rope effect’ mechanism of self-tapping screws as reinforcement on dowel-type connections3
Retrofit of simple welded connections against progressive collapse3
Seismic performance of imperfect unanchored tanks3
Briefing: More from less – greater materials efficiency using high-strength steels3
Multihazard response of unbonded fibre-reinforced elastomeric isolator-isolated structures3
Bond characteristics of glass-fibre-reinforced polymer bars in high-strength concrete3
Wind effects on large cooling tower in velocity fields of different non-stationary levels3
Transverse distribution of concentrated loads in timber–concrete floors: Parametric study3
Failure mode of deteriorated concrete tunnel sections under subsidence and localised shear3
Enhanced specimen size and shape effect models for high-strength fibre-reinforced concrete3
High-strength reinforcement effects on the seismic behaviour of beam–column joints3
Seismic vulnerability assessment of timber roof structures: criteria and procedures3
A path to more versatile code provisions for slab deflection control3
Shear capacity of reactive powder concrete beams using high-strength steel reinforcement3
Analysis of concrete columns with high-performance concrete jackets and polymer wraps3
Numerical investigation of reinforced-concrete beams with half-joints3
Theoretical calculation and test of airborne sound insulation for wooden building floor3
Effects of reinforcement corrosion on reinforced concrete buildings3
Prestressed lightweight concrete slabs strengthened with carbon-fibre-reinforced polymer3
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