OOIR: Observatory of International Research

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 2021-08-01 to 2025-08-01.)

Article	Citations
Evaluation of rocking motion on the seismic performance of a linked column frame system	28
High-strength reinforcement effects on the seismic behaviour of beam–column joints	19
Mechanical properties of complex configurations for nuclear containment structures	15
High-performance resilient earthquake-resisting moment frames	15
Durability and strength variation due to corrosion in RC beams using brick and stone chips	11
Briefing: ICE London meeting held on 17 September 2024: lessons learnt from the new London museum	11
A review of the characteristics and structural behaviour of sandwich panels	11
Structures and Buildings: Referees 2022	10
Cost-oriented fire safety design of urban structures	10
Failure contingency assessment of corroded beams based on structural parameters	10
Effect of loss of bond on the behaviour of RC beams under service load conditions	10
Strengthening mechanism and microstructure of fibre-reinforced coral mortar and concrete	10
Effects of two admixtures on the axial compression of concrete-filled fibreglass tubes	9
Torsional strength limitation of reinforced concrete beams	9
Evaluation of traditional deformation limits for segmental tunnels in soft soils	9
Experimental parametric analysis and numerical simulation of ultra-high-performance concrete beams with microfibers	9
Evaluation of seismic demands of reinforced concrete frames with steel plate shear wall	8
Strengthening of slender webs of steel plate girders using FRP composites	8
Buckling behaviour of dented short cylindrical shells retrofitted with CFRP	8
Reliability analysis of models for predicting T-beam response at ultimate limit response	8
Strength of eccentrically loaded slender columns made with high-strength concrete	7
Torsional behaviour of RC box beams strengthened by CFRP under combined shear and torsion	7
Study the effect of high temperature on behavior of R.C. columns	7
Experimental study of improved seismic behaviour of eccentrically braced frames by zipper elements	7
Coupled FEM–DEM analysis of mountain tunnels subjected to explosion-induced landslide	7

Editorial	7
Probabilistic seismic safety assessment of bridges with random pier scouring	6
Numerical study of reliability index of structure rehabilitated with steel shear wall	6
Lower carbon dioxide cements and concretes: Bringing new materials into UK industrial use	6
Mechanical model and seismic performance of frames with a self-centring connection	6
Briefing: Construction of RC buildings – ICITECH's experience over the last 30 years	6
‘Rope effect’ mechanism of self-tapping screws as reinforcement on dowel-type connections	6
Blast resistance of RC columns for varied detonation scenarios: Effect of shear detailing	6
Lateral torsional capacity of steel beams in different loading conditions by neural network	6
Seismic performance of imperfect unanchored tanks	6
Three-dimensional non-linear seismic analysis of asymmetric structures on elastic soil	6
A theoretical model for estimating the flexural stiffness of CHC joints	6
Briefing: MSc teaching of timber structural analysis	6
Editorial	6
Pseudo-lower bound method for assessing concrete slabs	5
Modelling a steel-plate girder bridge strengthened with carbon-fibre reinforced polymer	5
In-plane stiffness of precast monolithic floor composite structures	5
Editorial	5
Blast response of laminated glass panels: a critical review of analysis and design methods	5
Optimal location of acoustic emission sensors for detecting rail damage	5
A path to more versatile code provisions for slab deflection control	5
Shaking table test and investigation of rocking effect in a high-rise isolated structure	5
Extraction of wavelet-based damage-sensitive features for concrete moment-resisting frames	5
Editorial	5
Response modification factor evaluation for vertically irregular MRF buildings	5
Editorial	5
Fine analysis and size optimisation of spherical hinge in swivel construction	4
A simplified approach for local buckling in metal-faced profiled sandwich panels	4
Wind effects on large cooling tower in velocity fields of different non-stationary levels	4
Semi-rigid system for immersed tunnel	4
Upgrading seismically isolated bridges with space-flange energy-dissipation devices	4
Innovative hybrid damper with structural steel and nickel–titanium shape memory alloy bars	4
Simplified design approaches for panel zones in steel special moment frame buildings	4
Flexural strength of steel girders with perforated web and tubular compression flange	4
Nano steel: a futuristic material for civil infrastructure	4
Editorial	4
Impact-induced vibration effects on the real dynamic behaviour of cable-stayed bridges	4
Comparing responses of special and intermediate moment frames under repeated earthquakes	4
Mechanical behavior of sheathing-to-framing connections in laminated bamboo lumber shear walls	4
Application of nanosilica in reinforced concrete beams	4
The engineering legacy of the FIFA World Cup Qatar 2022^TM: Al Thumama Stadium	4
Assembly process based on supply chain management of prefabricated houses using BIM	4
Performance of honeycomb sandwich structure under combined blast and impact of fragments	4
Dynamic monitoring of a tunnel-like masonry structure using wireless sensor networks	3
Android-based framework for condition assessment of existing RC hospital buildings	3
Demountable reinforced concrete slabs using dry connections	3
Dynamic response and safety assessment of propylene tower subjected to blasting vibration	3
Bond strength of steel bars in steel-fibre-reinforced normal and self-compacting concretes	3
Effect of concrete workability on bond properties of steel rebar in pre-cracked concrete	3
Numerical simulation of damaged RC half-joint beams: towards appraisal and retrofitting	3

Flexural behaviour of steel–concrete composite beams with molybdenum tailings: test and finite-element analysis	3
Optimisation-driven design in the architectural, engineering and construction industry	3
Study of the damage indices of concrete members reinforced with high-strength steel	3
Soft computing-based prediction models for interference effect of twin C-shape tall building	3
Editorial	3
Theoretical calculation and test of airborne sound insulation for wooden building floor	3
Effect of plastic zone levels on the responses of concrete shear walls subjected to earthquakes	3
Effect of wall sheathings on seismic behaviour of phosphogypsum-filled CFS shear walls	3
Mitigating wind suction of a flat roof using small horizontal-axis wind turbine	3
Behaviour of reinforced concrete beams subjected to corrosion damage under cyclic loading	3
Using steel slag aggregate to strengthen self-compacting concrete durability	3
Editorial	3
Response and reliability analysis of concrete chimneys under random vortex shedding	3
Bond properties of 500 MPa steel bars in engineered cementitious composites	3
Numerical analysis of bonding interface of basalt fibre-reinforced polymer and concrete	3
Behaviour of buckling-restrained brace equipped with steel and polyamide casing	3
Editorial	3
Application of meso-scale finite-element method to strength and size effect of concrete	3
Editorial	3
Seismic behaviour of reinforced concrete frames with steel-plate shear walls	3
Seismic behaviour of concrete bridge piers with various types of transverse reinforcement	3
Editorial	3
The engineering legacy of the FIFA World Cup Qatar 2022^TM: Al Bayt Stadium	3
Editorial	3
Assessment of shear-resisting mechanisms of steel-fibre-reinforced concrete beams	3
Editorial	3
A closer look at numerical simulation of self-centring steel plate shear walls	3
Editorial	3
Establishing automatic coating paths: empirical study for steel component production	3
Simplified method for seismic vulnerability of plan irregular RC buildings using degree of irregularity	3
The effect of soil–structure interaction on the along-wind response of high-rise buildings	3