261 
Loukaides, E. 
2014 
Elementary Morphing Shells 
260 
Webb, G. 
2014 
Structural health monitoring of bridges 
259 
Sareh, P. 
2014 
Symmetric descendants of the miuraori 
258 
Omu, A.O. 
2014 
Integrated analysis of distributed energy resource systems 
257 
Moynihan, M.C. 
2014 
Material efficiency in construction 
256 
Bandara, K.M.K. 
2014 
Multiresolution surfaces in shape optimisation of shells and solids 
255 
Rysanek, A.M. 
2013 
A method of deep building retrofit decisionmaking using sequential models 
254 
Mitsos, I. 
2013 
Doublelayer tensegrity grids 
253 
Cooper, D. 
2013 
Reuse of steel and aluminium without melting 
252 
Booth, A.T. 
2013 
Handling uncertainty in the retrofit of the UK housing stock 
251 
Guan, G. 
2013 
FRP Debonding Fracture and Design for Flexural Retrofitting

250 
Viquerat, A. 
2012 
Polynomial Continuation in the Design of Deployable Structures 
249 
Seereeram, V. 
2012 
Compliant Shell Mechanisms and Inextensional Theory

248 
Schenk, M. 
2012 
Folded Shell Structures 

247 
Bonin, A. 
2012 
Wrinkling in polygonal membranes 
246 
Leal Ayala, D.R. 
2012 
Paper reuse: tonerprint removal by laser ablation 

245 
Viquerat 
2011 
Polynomial Continuation in the Design of Deployable Structures 
244 
Yapa, H. D. 
2011 
Optimum Shear Strengthening of Reinforced Concrete 
243 
Music, O. 
2011 
Flexible Asymmetric Spinning 
242 
Jackson, A. 
2011 
Modelling the collapse behaviour of reinforced concrete slabs 
241 
Yapa, H.D. 
2011 
Optimum Shear Strengthening of Reinforced Concrete Beams 
240 
Augusthus Nelson, L. 
2011 
Size Effects in Reinforced Concrete Beams Strengthened with CFRP Straps 
239 
Taher Khorramabadi, M. 
2010 
FRP Bond behaviour during intermediate concrete cover separation in flexurally strenghtened RC beams 
238 
Eltayeb Yousif, M. 
2010 
Nonlinear Bond Modelling for reinforced ConcreteA NewlyModified Bond Model 
237 
Long, Q. 
2010 
Subdivision Finite Elements for Geometrically Complex Thin & Thick Shells 
236 
Giannopoulos, I. 
2010 
Creep and Creep Rupture Behaviour of Aramid Fibres 
235 
Hassan Dirar, S.M.L. 
2009 
Shear Strengthening of precracked reinforced concrete Tbeams using carbon fibre systems 
234 
Gan, W.W. 
2009 
Analysis & Design of ClosedLoop Deployable Frame Structure 
233 
Gerngross, T. 
2009 
Viscoelastic Behaviour in Stratospheric Balloon Structures 
232 
Winslow, P. 
2009 
Synthesis and Optimisation of FreeForm Grid Structures 
231 
Scott, P. 
2009 
Aspects of CFRP Prestressed concrete durability in the marine environment 
230 
Achintha, P.M.M. 
2009 
Fracture Analysis of Debonding Mechanism for FRP Plates 
229 
Ramar, P. R. 
2009 
Novel Symmetric Tensegrity Structures 
228 
Norman, A. 
2009 
Multistable and Morphing Corrugated Shell Structures 
227 
Toews von Riesen, E. 
2008 
Active Hyperhelical Structures 
226 
Parikh, P. 
2008 
Impact of Integrated Water and Environmental Sanitation Infrastructure on Poverty Alleviation 
225 
Persaud, R. 
2008 
The Structural Behaviour of a Composite Timber and Concrete Floor System Incorporating Steel Decking as Permanent Formwork 
224 
Prendergast, J.M. 
2008 
Simulation of Unsteady 2D Wind by a Vortex Method 
223 
Xu, Y. 
2008 
A computational Study of Lobed Balloons 
222 
Kueh, A. 
2008 
Thermomechanical properties of triaxial weave fabric composites 
221 
Pagitz, M. 
2008 
Analytical and Numerical Studies of Superpressure Balloons 
220 
Leung, A. 
2007 
Actuation Properties of Kagome Lattice Structures 
219 
Marfisi, E. 
2007 
Measurement of Concrete Samples using Magnetic Resonance Imaging 
218 
Ye, H. 
2007 
Bistable Cylindrical Space Frames 
217 
Waller, S.D. 
2007 
Mechanics of Novel Compression Structures 
216 
Santer, M.J. 
2006 
Design of Multistable Structures 
215 
Yee, J. 
2006 
Thin CFRP Composite Deployable Structures 
214 
Walker, G.M. 
2006 
Strength assessment of reinforced concrete voided bridge slabs 
213 
Hoult, N.A. 
2006 
Shear retrofitting of reinforced concrete beams with CFRP straps 
212 
Morais, M. 
2006 
Ductility of Beams Prestressed with FRP Tendons 
211 
Schioler, T. 
2005 
Multistable structural elements 
210 
Imhof, D. 
2005 
Risk assessment of existing bridge structures 
209 
Lea, F. 
2005 
Uncertainty in condition and strength assessment of reinforced concrete bridges 
208 
Jensen, F.V. 
2005 
Concepts for retractable roof structures 
207 
Ong, P.P.A. 
2004 
Frequency domain analysis of underwater catenary mooring cables 
206 
Ekstrom, L.J. 
2004 
Welding of bistable fibrereinforced thermoplastic composite pipelines 
205 
Jaafar, K. 
2004 
Spiral shear reinforcement for concrete structures under static and seismic loads 
204 
Baskaran, K. 
2004 

203 
Farmer, S.M. 
2004 
Largedisplacement buckling of centrally loaded simply supported circular plates 
202 
Lu, HY. 
2003 
Behaviour of reinforced concrete cantilevers under concentrated loads 
201 
Kesse, G. 
2003 
Concrete beams with external prestressed carbon FRP shear reinforcement 
200 
Balafas, I. 
2003 
Fibrereinforcedpolymers versus steel in concrete bridges: structural design and economic viability 
199 
Watt, A.M. 
2003 
Deployable structures with selflocking hinges 
198 
Alwis K.G.N.C. 
2003 
Accelerated testing for longterm stressrupture behaviour of aramid fibres 
197 
Wong, Y.W. 
2003 
Wrinkling of thin membrane structures 
196 
Tan, L.T. 
2003 
Thinwalled elastically foldable reflector structures 
195 
Kukathasan, S. 
2003 
Vibration of space membrane structures 
194 
Morgenthal, G. 
2002 
Aerodynamic analysis of structures using highresolution vortex particle methods. 
193 
Lennon, B.A. 
2002 
Equilibrium and stability of inflatable membrane structures. 
192 
Aberle M. 
2001 
The nonlinear analysis of shearweak gridshells. 
191 
Denton S.R. 
2001 
The strength of reinforced concrete slabs and the implications of limited ductility. 
190 
Galletly D. 
2001 
Modelling the equilibrium and stability of slit tubes. 
189 
Iqbal K. 
2001 
Mechanics of laminated bistable tubular structures. 
188 
Lai C.Y. 
2001 
Analysis and design of a deployable membrane reflector. 
187 
Ochsendorf J.A. 
2001 
Collapse of masonry structures. 
186 
Fischer A. 
2000 
Gravity compensation of deployable space structures. 
185 
Frandsen J.B. 
2000 
Computational fluidstructure interaction applied to longspan bridge design. 
184 
Leung H.Y. 
2000 
Aramid fibre spirals to confine concrete in compression. 
183 
Stratford T.J. 
2000 
The shear of concrete with elastic FRP reinforcement. 
182 
Weerasinghe M. 
2000 
The structural behaviour of a composite stubgirder incorporating an asymmetric slim floor beam. 
181 
Bulbul M.Y.I. 
1999 
The Geometric Nonlinear Behaviour of Space Structures with Imperfect, Laterally Loaded Slender Members. 
180 
Hack T. 
1999 
StickSlip Piezoelectric Actuators. 
179 
King S.A. 
1999 
Nonlinear and chaotic dynamics of thinwalled opensection deployable structures. 
178 
Hicks S.J. 
1998 
Longitudinal Shear Resistance of Steel and Concrete Composite Beams. 
177 
Huang W. 
1998 
Shape Memory Alloys and their Application to Actuators for Deployable Structures. 
176 
Kangwai R.D. 
1998 
The analysis of symmetric structures using group representation theory. 
175 
Miles D.J. 
1998 
Lateral thermal buckling of pipelines. 
174 
Srinivasan G. 
1998 
Modelling and Control of Vortexinduced Bridge Oscillations 
173 
Brown I.F. 
1997 
Abrasion and Friction in ParallelLay Rope Terminations. 
172 
El Mously M.E.M. 
1997 
Free Vibration of Cylindrical and Hyperboloidal CoolingTower Shells. 
171 
Lees J.M. 
1997 
Flexure of concrete beams pretensioned with aramid FRPs . 
170 
Mandal P. 
1997 
Buckling of thin cylindrical shells under axial compression. 
169 
Seffen K.A. 
1997 
Analysis of Structures Deployed by TapeSprings. 
168 
Sundaram J. 
1997 
Design of continuous prestressed concrete beam bridges using expert systems. 
167 
Tan G.B. 
1997 
Nonlinear vibration of cabledeployed space structures. 
166 
Darby A.P. 
1996 
Active control of flexible structures using inertial stickslip actuators. 
165 
Holst J.M.F.G. 
1996 
Large Deflection Phenomena in Cylindrical Shells. 
164 
Kumar P. 
1996 
Kinematic bifurcations and deployment simulation of foldable space structures. 
163 
Olonisakin A.A. 
1995 
Reinforced concrete slabs with partial lateral edge restraint. 
162 
El Hassan M.A. 
1995 
The Geometry and structure of DNA and its Role in DNA/protein recognition. 
161 
Sebastian W.M. 
1995 
The performance of a composite space truss bridge with glass reinforced plastic panels. 
160 
Ashour A.F. 
1994 
Behaviour and strength of reinforced concrete continuous deep beams. 
159 
Guest S.D. 
1994 
Deployable structures : concepts and analysis. 
158 
You Z. 
1994 
Deployable structures for masts and reflector antennas. 
157 
Lancaster E.R. 
1993 
Behaviour of pressurised pipes containing dents and gouges . 
156 
Maltby T.C. 
1993 
The upheaval buckling of buried pipelines. 
155 
Nautiyal S.D. 
1993 
Parallel computing techniques for investigating three dimensional collapse of a masonry arch. 
154 
Chan T.K. 
1992 
Stress concentrations in weld heat affected zones in aluminiumzincmagnesium alloy. 
153 
Hearn N. 
1992 
Saturated permeability of concrete as influenced by cracking and selfsealing. 
152 
Ibell T.J. 
1992 
Behaviour of anchorage zones for prestressed concrete. 
151 
Middleton C.R. 
1992 
Strength and safety assessment of concrete bridges. 
150 
Amaniampong G. 
1991 
Variability and viscoelasticity of parallellay ropes. 
149 
ElSheikh A.I. 
1991 
The effect of composite action on the behaviour of space structures. 
148 
van Heerden T.F. 
1991 
Force method solution of finite element equilibrium models for plane continua. 
147 
Jayasinghe M.T.R. 
1991 
Rationalization of prestressed concrete spine beam design philosophy for expert systems. 
146 
Kuang J.S. 
1991 
Punching shear failure of concrete slabs with compressive membrane action. 
145 
Phaal, R. 
1991 
A twosurface computational model for the analysis of thin shell structures. 
144 
Kwan A.S.K. 
1990 
A pantographic deployable mast. 
143 
Lipscombe P.R. 
1990 
Dynamics of rigid block structures. 
142 
Prakhya K.V.G. 
1990 
Ferrocement structures: constitutive relations, nonlinear finite element analysis, and analogy with reinforced concrete. 
141 
Salami A.T. 
1990 
Finite element analysis of membrane action in reinforced concrete slabs. 
140 
Tam L.L. 
1990 
Strainrate and inertia effects in the collapse of energyabsorbing structures. 
139 
Tsiagbe W.Y. 
1990 
Relaxation of weld residual stresses by postweld heat treatment. 
138 
Hodgetts P.A. 
1989 
The collapse behaviour of lattice hyperbolic paraboloids. 
137 
Kamyab H. 
1989 
Effects of foundation settlement on oil storage tanks. 
136 
Madros M.S.Z.B. 
1989 
The structural behaviour of composite stubbirder floor systems. 
135 
Peer L.B.B. 
1989 
Water flow into unsaturated concrete. 
134 
Robinson N.J. 
1989 
The wind induced vibration and fatigue of floating roofs on oil storage tanks. 
133 
Roche J.J. 
1989 
The design and analysis of shallow spherical domes constructed from triangular panels. 
132 
Kandil K.S. 
1988 
Interaction between local and euler buckling modes in thinwalled columns. 
131 
Lu G. 
1988 
Cutting of a plate by a wedge. 
130 
Affan A. 
1987 
Collapse of doublelayer space grid structures. 
129 
Fathelbab F.A. 
1987 
The effect of joints on the stability of shallow single layer lattice domes. 
128 
GrayStephens D.M.R. 
1987 
Residual stresses in ring stiffened cylinders. 
127 
Hatzis D.T. 
1987 
The influence of imperfections on the behaviour of shallow single layer lattice domes. 
126 
Joseph P.J. 
1987 
The compressive behaviour of thinwalled coldformed steel columns. 
125 
Kamalarasa S. 
1987 
Buckle propagation in submarine pipelines. 
124 
Kollek R.J. 
1987 
Collapse mechanisms of locally loaded reinforced concrete shells. 
123 
Lam W.F. 
1987 
Constitutive relations for finite element analysis of tension stiffening in reinforced concrete. 
122 
Li SL. 
1987 
Stress analysis in two dimensions by a 'mixed' finite element method. 
121 
Li Kim Mui S.T. 
1987 
Pore pressure in concrete: theory and triaxial tests. 
120 
Mohamed Z.B. 
1987 
Shear strength of reinforced concrete wallbeam structures: upperbound analysis and experiments. 
119 
Bajoria K.M. 
1986 
Three dimensional progressive collapse of warehouse racking. 
118 
Free J.A. 
1986 
Residual stresses in welded tubular Yjoints. 
117 
Kani I.M. 
1986 
A theoretical and experimental investigation of the collapse of shallow reticulated domes. 
116 
Payne J.G. 
1986 
Residual stresses in welded tubular Tjoints. 
115 
Pellegrino S. 
1986 
Mechanics of kinematically indeterminate structures 
114 
Abbassian F. 
1985 
Longrunning ductile fracture of high pressure gas pipelines. 
113 
Robertson I. 
1985 
Strength loss in welded aluminium structures. 
112 
Scaramangas A. 
1985 
Residual stresses in girth butt welded pipes. 
111 
Hong G.M. 
1984 
Buckling of nonwelded aluminium columns 
110 
Kishek M.A. 
1984 
Tension stiffening and crack widths in reinforced concrete beam and slab elements. 
109 
Mofflin D.S. 
1984 
Plate buckling in steel and aluminium. 
108 
See T. 
1984 
Large displacement elastic buckling of space structures 
107 
Stonor R.W.P. 
1983 
Unstiffend steel compression panels with and without coincident shear. 
106 
Kelly S.J. 
1982 
Structural aspects of the progressive collapse of warehouse racking. 
105 
Low H.Y. 
1982 
Some structural aspects of collisions between ships and offshore concrete platforms. 
104 
Whaley B.C. 
1982 
The application of the reflective moire method to the bending and buckling of steel plates. 
103 
Wong M.P. 
1982 
Weld shrinkage in nonlinear materials. 
102 
Clark M.A. 
1981 
Collapse of rigidly jointed trusses. 
101 
Chamorro Garcia R. 
1981 
Strength and stability of concrete deep beams. 
100 
Smithers T. 
1981 
The design of homologically deforming cyclically symmetric structures. 
99 
KashaniAkhavan A. 
1979 
Fracture toughness of glass fibre reinforced cement composites. 
98 
Memon N.A. 
1979 
A study of anisotropic slabs with particular reference to the effects of openings. 
97 
Kubik L.A. 
1978 
Strength and serviceability of reinforcedconcrete deep beams. 
96 
Pavlovic M. 
1978 
Numerical methods for the analysis of elastic thin shells. 
95 
Robinson J.M. 
1978 
Aspects of the elastic buckling of thin cylindrical shells. 
94 
Bradfield C.D. 
1977 
Problems in the strength of stiffened steel compression panels. 
93 
Reddy B.D. 
1977 
The elastic and plastic buckling of circular cylinders in bending. 
92 
White J.D. 
1977 
Residual stress in welded plates. 
91 
Yasseri S.F. 
1977 
Optimal design of plates, with special reference to reinforced concrete slabs. 
90 
Cookson P.J. 
1976 
Collapse of concrete box girders involving distortion of the crosssection. 
89 
Lawal T. 
1976 
Compressive membrane forces in reinforced concrete slabs. 
88 
Mohr G.A. 
1976 
Analysis and design of plate and shell structures using finite elements. 
87 
Rogers N.A. 
1975 
Local buckling of welded steel outstands. 
86 
HopeGill M.C. 
1974 
The ultimate strength of continuous composite beams. 
85 
Kamtekar A.G. 
1974 
Welding and buckling effects in thin steel plates. 
84 
Little G.H. 
1974 
Local and flexural failure in steel compression members. 
83 
Woodhead A.L. 
1974 
A finiteelement method for analysis of twodimensional continuous structures. 
82 
Gilbert R.B. 
1973 
Topics in the elastic buckling of plates and columns. 
81 
Spence R.J.S. 
1973 
The strength of concrete box girder bridge decks of deformable cross section. 
80 
Thevendran V. 
1973 
Structural optimization by mathematical programming. 
79 
Gill J.I. 
1972 
Computeraided design of shell structures using the finite element method. 
78 
Loov R.E. 
1972 
Finite element analysis of concrete members considering the effects of cracking and the inclusion of reinforcement. 
77 
Oppenheim I.J. 
1972 
The effect of cladding on tall buildings. 
76 
Rajendran S. 
1972 
The strength of reinforcedconcrete slab elements. 
75 
Cammaert A.B. 
1971 
The optimal design of multistorey frames using mathematical programming. 
74 
Clarke J.L. 
1971 
Composite plates with stud shear connectors. 
73 
Climenhaga J.J. 
1971 
Local buckling in composite beams. 
72 
Johnston D.C. 
1971 
Compression members in trusses. 
71 
Melchers R.E. 
1971 
Optimal fibrereinforced plates: with special reference to reinforced concrete. 
70 
Pitman F.S. 
1971 
The behaviour of intersections in cylindrical pressure vessels. 
69 
Young B.W. 
1971 
Steel column design. 
68 
Moxham K.E. 
1970 
Compression in welded web plates. 
67 
Serra R.F. 
1970 
Numerical solution of some plate and shell problems, with emphasis on collocation. 
66 
Sharples B.P.M. 
1970 
The structural behaviour of composite columns. 
65 
Sheppard D.J. 
1970 
Structural design optimization by dynamic programming. 
64 
Taylor D.A. 
1970 
The behaviour of continuous columns. 
63 
Williams J.H. 
1970 
Elastic cylindrical shells with open and closed ends. 
62 
Morris A.J. 
1969 
Point Loads on Shell Structure. 
61 
Ranaweera M.P. 
1969 
The finite element method applied to limit analysis. 
60 
Willmington R.T. 
1969 
Vertical shear in composite beams. 
59 
Gunaratnam D.J. 
1968 
Finite elasticplastic displacements of shells. 
58 
Gurney T.R. 
1968 
Methods of improving the fatigue strength of fillet welded joints. 
57 
Sim R.G. 
1968 
Creep of structures. 
56 
Southward R.E. 
1968 
Inelastic column stability. 
55 
Woodman M.J. 
1968 
Analysis of shallow elastic shells using a method of moments. 
54 
Goodall I.W. 
1967 
On the design of intersections in pressure vessels. 
53 
Van Dalen K. 
1967 
Composite action at the supports of continuous beams. 
52 
Butlin G.A. 
1966 
The finite element method applied to plate flexure. 
51 
Graves Smith T.R. 
1966 
The ultimate strength of locally buckled columns of arbitrary length. 
50 
Isenberg J. 
1966 
Inelasticity and fracture in concrete. 
49 
Kemp A.R. 
1966 
Composite steelconcrete floor systems. 
48 
Ractliffe A.T. 
1966 
The strength of plates in compression. 
47 
Marriott D.L. 
1965 
Creep deformation in structures. 
46 
Morley C.T. 
1965 
The ultimate bending strength of reinforced concrete slabs. 
45 
Massey P.C. 
1965 
The inelastic lateral stability of mild steel I beams. 
44 
Augusti G. 
1964 
Some problems in structural instability with special reference to beam columns of Isection. 
43 
Bernard P.R. 
1964 
On the collapse of composite beams. 
42 
Ogle M.H. 
1964 
Shakedown of steel frames. 
41 
Royles R. 
1964 
The failure of ductile structures in reversed bending. 
40 
Wasti S.T. 
1964 
Finite plastic deformations of spherical shells. 
39 
Gorczynski W. 
1963 
The influence of temperature and internal pressure on stresses in piping systems. 
38 
Poskitt T.J. 
1963 
Some problems in the analysis of structures containing suspended cables. 
37 
Lyon J.R. 
1962 
The incremental collapse of ductile structures. 
36 
Martin J.B. 
1962 
Some aspects of the plastic theory of structures, with special reference to transversely loaded bents and grids. 
35 
Oladapo I.O. 
1962 
The effect of the rate of loading on the momentcurvature relation of prestressed concrete beams. 
34 
Topper T.H. 
1962 
The behaviour of mild steel under cyclic loading in the plastic range. 
33 
Grundy P. 
1961 
The strength of elastically restrained mild steel tubular struts. 
32 
La Grange L.E. 
1961 
Moment redistribution in prestressed concrete beams and frames. 
31 
Renton J.D. 
1961 
The elastic stability of frameworks. 
30 
Thompson J.M.T. 
1961 
The elastic instability of spherical shells. 
29 
Britvec S.J. 
1960 
The postbuckling behaviour of frames. 
28 
Cotterell B. 
1960 
Thermal buckling of circular plates. 
27 
Sherbourne A.N. 
1960 
The elasticplastic behaviour of mild steel plates in compression. 
26 
Ariaratnam S.T. 
1959 
The collapse load of elasticplastic structures. 
25 
Khalil H.S. 
1958 
The plastic design of Vierendeel trusses. 
24 
Rydzewski J.R. 
1958 
Experimental and analytical determination of the stresses in buttress dams. 
23 
Bailey R.W. 
1957 
The plastic behaviour of tubular beams. 
22 
Clyde D.H. 
1957 
Rigid jointed structures. 
21 
Cogill W.H. 
1957 
The measurement of strain due to alternating stress. 
20 
Ellis J.S. 
1957 
The plastic behaviour of tubular compression members. 
19 
Percy J.H. 
1956 
Elasticplastic bending: the calculation of deflexions in frames. 
18 
Eickhoff K.G. 
1955 
The plastic behaviour of columns and beams. 
17 
Stevens L.K. 
1955 
Carrying capacity of mild steel arches. 
16 
Foulkes J.D.P. 
1955 
The analysis and minimum weight design of ductile structures. 
15 
Wright G.D.T. 
1954 
The plastic behaviour of flexural members and connections under combined loading. 
14 
Ashwell D.G. 
1953 
The finite deformation of thin plates and shells. 
13 
Davidson J.F. 
1953 
Some problems in static and dynamic buckling. 
12 
Parkes E.W. 
1952 
The stress distribution near a loading point in a uniform flanged beam. 
11 
Blakey F.A. 
1950 
Ultimate strength of concrete members. 
10 
Gibson J. 
1950 
The behaviour of metals under tensile loads of short durations. 
9 
Gross N. 
1950 
Experiments on curved thinwalled tubes. 
8 
Horne M.R. 
1950 
Critical loading conditions in engineering structures. 
7 
Heyman J. 
1950 
The failure of ductile structures. 
6 
Jones R.P.N. 
1948 
The stresses in beams of uniform crosssection under dynamic loading. 
5 
Neal B.G. 
1948 
The lateral instability of mild steel beams of rectangular crosssection bent beyond the elastic limit. 
4 
Ng W.H. 
1947 
The behaviour and design of battened structural members. 
3 
Davies R.D. 
1935 
The transverse oscillation of railway vehicles. 
2 
Henderson P.L. 
1933 
Oscillations in railway bridges. 
1 
Goodier J.N. 
1931 
(a) Some problems of plane stress 



(b) On the permanent corrugation of surfaces by the action of moving loads. 



(c) On the forced transverse oscillations of constrained beams and plates. 