| A review of research on high-strength steel structures |
14 |
| Eccentric compression properties of laminated bamboo columns with different slenderness ratios |
8 |
| Flexural stability of pultruded glass fibre-reinforced polymer I-sections |
6 |
| Fuzzy logic for estimating chloride diffusion in concrete |
6 |
| Tapered beam-column analysis by analytical solution |
5 |
| Using non-destructive testing to predict the mechanical properties of glued laminated poplar |
4 |
| Impact of bonded carbon fibre composite on the shear strength of reinforced concrete beams |
4 |
| Economical design of buried concrete pipes subjected to UK standard traffic loading |
4 |
| Wind turbine tower collapse cases: a historical overview |
4 |
| A review on the seismic behaviour of irregular bridges |
4 |
| Design charts for end-plate beam-to-column steel joints |
3 |
| Analytical solution for optimum location of belt truss based on stability analysis |
3 |
| Fibre-reinforced polymer efficiency in square columns with different corner radii |
3 |
| Numerical modelling of rectangular cold-formed steel and composite columns |
2 |
| Finite-element analysis of out-of-plane behaviour of masonry infill walls |
2 |
| Effect of soil-structure interaction on a masonry structure under train-induced vibrations |
2 |
| Structural performance of steel-truss-reinforced composite joints under cyclic loading |
2 |
| Briefing: Non-destructive evaluation and contrasts of concrete overheated and abruptly cooled |
2 |
| Time-dependent deflection of conventional, self-compacting and lightweight concrete slabs |
2 |
| On the interaction between span length and opening ratio of RC frames under natural fires |
2 |
| Experimental and numerical study of high-strength steel butt weld with softened HAZ |
2 |
| Q460C welded box-section columns under eccentric compression |
2 |
| Effect of steel bar corrosion on flexural behaviour through bond |
2 |
| Axial compressive behaviour of special-shaped steel-flare-reinforced concrete columns |
2 |
| Semi-rigid beam element model for progressive collapse analysis of steel frame structures |
2 |
| Residual bond between concrete and reinforcing GFRP rebars at elevated temperatures |
2 |
| First structural use of site-cast, alkali-activated slag concrete in China |
2 |
| Column effective lengths in sway-permitted modular steel-frame buildings |
2 |
| Flexural study of concrete beams with basalt fibre polymer bars |
2 |
| Short-span composite beam tests to evaluate stud resistances |
2 |
| Column-beam moment capacity ratio and seismic risk of reinforced concrete frame building |
2 |
| Eccentrically loaded SFRC-filled stainless steel columns |
2 |
| The 2005 Kashmir Earthquake - devastation of infrastructures |
2 |
| A new numerical model for polymer-confined rectangular concrete columns |
2 |
| Assessment of historic stone arch bridge characterisation: experiments and numerical model |
1 |
| Vision-based systems for structural deformation measurement: case studies |
1 |
| Research on steel-plate-concrete walls with inclined studs under combined loads |
1 |
| Service design approach for composite steel-concrete floors |
1 |
| Human-induced vibration of steel-concrete composite floors |
1 |
| Numerical study of monopile offshore foundation dynamic behaviour using coupled simulation |
1 |
| Structural analysis and optimal design of steel lattice wind turbine towers |
1 |
| Strength and ductility demands on wind turbine towers due to earthquake and wind load |
1 |
| Finite-element analysis of steel shear walls with low-yield-point steel web plates |
1 |
| A vector intensity measure to reliably predict maximum drift in low- to mid-rise buildings |
1 |
| Effect of steel coupling beam on the seismic reliabilirty and R-tactor of box-type buildings |
1 |
| Half-joint beam design based on the CFP theory |
1 |
| Moment-rotation behaviour of non-bolted planar joints for segmental tunnels |
1 |
| An experimental study on the durability and strength of SCC incorporating FA, GGBS and MS |
1 |
| The mechanical behaviour of T-stubs with four bons per row |
1 |
| Behaviour of polygonal-shaped steel-tube columns filled with high-strength concrete |
1 |
