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 2021-05-01 to 2025-05-01.)
ArticleCitations
Failure contingency assessment of corroded beams based on structural parameters29
A review of the characteristics and structural behaviour of sandwich panels27
Seismic capacity of irregular unreinforced masonry buildings with timber floors19
Briefing: ICE London meeting held on 17 September 2024: lessons learnt from the new London museum15
Structures and Buildings: Referees 202215
High-performance resilient earthquake-resisting moment frames14
Mechanical properties of complex configurations for nuclear containment structures10
Evaluation of rocking motion on the seismic performance of a linked column frame system10
High-strength reinforcement effects on the seismic behaviour of beam–column joints10
Durability and strength variation due to corrosion in RC beams using brick and stone chips9
Effects of two admixtures on the axial compression of concrete-filled fibreglass tubes9
Strengthening mechanism and microstructure of fibre-reinforced coral mortar and concrete9
Editorial9
Strengthening of defected closure strips for full-depth RC deck slabs using CFRP sheets9
Cost-oriented fire safety design of urban structures8
Evaluation of traditional deformation limits for segmental tunnels in soft soils8
Briefing: MSc teaching of timber structural analysis8
Torsional strength limitation of reinforced concrete beams8
Experimental parametric analysis and numerical simulation of ultra-high-performance concrete beams with microfibers8
Editorial8
Effect of loss of bond on the behaviour of RC beams under service load conditions8
Buckling behaviour of dented short cylindrical shells retrofitted with CFRP8
Estimating elastic modulus of concrete with natural, recycled and secondary aggregates7
Experimental study of improved seismic behaviour of eccentrically braced frames by zipper elements7
Reliability analysis of models for predicting T-beam response at ultimate limit response7
Cyclic response of masonry piers retrofitted with timber frames and boards7
Strengthening of slender webs of steel plate girders using FRP composites7
Strength of eccentrically loaded slender columns made with high-strength concrete7
Coupled FEM–DEM analysis of mountain tunnels subjected to explosion-induced landslide7
Torsional behaviour of RC box beams strengthened by CFRP under combined shear and torsion7
Evaluation of seismic demands of reinforced concrete frames with steel plate shear wall7
Mechanical model and seismic performance of frames with a self-centring connection7
Seismic performance of imperfect unanchored tanks6
Briefing: Construction of RC buildings – ICITECH's experience over the last 30 years6
Probabilistic seismic safety assessment of bridges with random pier scouring6
Lateral torsional capacity of steel beams in different loading conditions by neural network6
‘Rope effect’ mechanism of self-tapping screws as reinforcement on dowel-type connections6
Editorial6
Seismic vulnerability assessment of timber roof structures: criteria and procedures5
Modelling a steel-plate girder bridge strengthened with carbon-fibre reinforced polymer5
Blast resistance of RC columns for varied detonation scenarios: Effect of shear detailing5
Response modification factor evaluation for vertically irregular MRF buildings5
A theoretical model for estimating the flexural stiffness of CHC joints5
On-site testing of masonry shear walls strengthened with timber panels5
Editorial5
Numerical study of reliability index of structure rehabilitated with steel shear wall5
Optimal location of acoustic emission sensors for detecting rail damage5
Pseudo-lower bound method for assessing concrete slabs5
Three-dimensional non-linear seismic analysis of asymmetric structures on elastic soil5
Blast response of laminated glass panels: a critical review of analysis and design methods5
Lower carbon dioxide cements and concretes: Bringing new materials into UK industrial use5
A basis for developing sustainable earthquake-resisting structures5
Flexural strength of steel girders with perforated web and tubular compression flange4
Simplified design approaches for panel zones in steel special moment frame buildings4
Comparing responses of special and intermediate moment frames under repeated earthquakes4
A simplified approach for local buckling in metal-faced profiled sandwich panels4
Semi-rigid system for immersed tunnel4
Mechanical behavior of sheathing-to-framing connections in laminated bamboo lumber shear walls4
In-plane stiffness of precast monolithic floor composite structures4
Extraction of wavelet-based damage-sensitive features for concrete moment-resisting frames4
Editorial4
Innovative hybrid damper with structural steel and nickel–titanium shape memory alloy bars4
Editorial4
Behaviour of buckling-restrained brace equipped with steel and polyamide casing4
Editorial4
Shaking table test and investigation of rocking effect in a high-rise isolated structure4
Fine analysis and size optimisation of spherical hinge in swivel construction4
Performance of honeycomb sandwich structure under combined blast and impact of fragments4
Application of nanosilica in reinforced concrete beams4
Assembly process based on supply chain management of prefabricated houses using BIM4
Impact-induced vibration effects on the real dynamic behaviour of cable-stayed bridges4
A path to more versatile code provisions for slab deflection control4
Editorial3
Editorial3
Response and reliability analysis of concrete chimneys under random vortex shedding3
Shear design for prestressed concrete beams based on compression zone failure mechanism3
Android-based framework for condition assessment of existing RC hospital buildings3
Simplified method for seismic vulnerability of plan irregular RC buildings using degree of irregularity3
Editorial3
Optimisation-driven design in the architectural, engineering and construction industry3
The engineering legacy of the FIFA World Cup Qatar 2022TM: Al Thumama Stadium3
Wind effects on large cooling tower in velocity fields of different non-stationary levels3
The effect of soil–structure interaction on the along-wind response of high-rise buildings3
Behaviour of reinforced concrete beams subjected to corrosion damage under cyclic loading3
Numerical simulation of damaged RC half-joint beams: towards appraisal and retrofitting3
Effect of plastic zone levels on the responses of concrete shear walls subjected to earthquakes3
Seismic behaviour of reinforced concrete frames with steel-plate shear walls3
Assessment of shear-resisting mechanisms of steel-fibre-reinforced concrete beams3
Effect of concrete workability on bond properties of steel rebar in pre-cracked concrete3
Dynamic monitoring of a tunnel-like masonry structure using wireless sensor networks3
Theoretical calculation and test of airborne sound insulation for wooden building floor3
Soft computing-based prediction models for interference effect of twin C-shape tall building3
Editorial3
Bond properties of 500 MPa steel bars in engineered cementitious composites3
Effect of wall sheathings on seismic behaviour of phosphogypsum-filled CFS shear walls3
Editorial3
Application of meso-scale finite-element method to strength and size effect of concrete3
A closer look at numerical simulation of self-centring steel plate shear walls3
Numerical analysis of bonding interface of basalt fibre-reinforced polymer and concrete3
Editorial3
Establishing automatic coating paths: empirical study for steel component production3
Dynamic response and safety assessment of propylene tower subjected to blasting vibration3
Seismic behaviour of concrete bridge piers with various types of transverse reinforcement3
Editorial3
Demountable reinforced concrete slabs using dry connections3
Study of the damage indices of concrete members reinforced with high-strength steel3
Upgrading seismically isolated bridges with space-flange energy-dissipation devices3
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