Buch, Englisch, 1026 Seiten, Format (B × H): 297 mm x 210 mm, Gewicht: 4565 g
Buch, Englisch, 1026 Seiten, Format (B × H): 297 mm x 210 mm, Gewicht: 4565 g
ISBN: 978-0-7277-1968-3
Verlag: Institution of Civil Engineers
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Weitere Infos & Material
Space structures - a review of the developments within the last decade
Post-buckling behaviour of perect and reandomly imperfect grid shell structures
Collapse studies of the effects of eccentricity in compression Tee-section chords in double layer space trusses
Path-switching in bifurcation analysis by using line search and generalized inverse
Multidisciplinary modelling and analysis of aerospace structures
Inelastic buckling in three-dimensional steel sructures
Stability behaviour investigation of braced barrel vaults
Shape creation and erection of metal space structures by means of post-tensioning
Stability of a space truss composed of square pyramid units
Buckling behaviour of space trusses constructed by a bolted jointing system
Effect of initial imperfections on the buckling of space truss structures
Stablility analysis of space truss systems under random element imperfections
A novel soft member for space truss i
A method to caulculate the critical loads of single layer shallow lattice domes with initial imperfections
Combined non-linear analysis of shallow lattice domes using a beam super element
Propagation of local buckling in reticulated shells
Geometrically non-linear and experimental studies of single-layer aluminium braced domes
Study of the elasto-plastic buckling of single-layer domes
Comparison of bukling loads between single-layer lattice domes andspherical shells
Space structures and their topographical invariants
On parameter investigations of instabilities in reticulated space frames
Load-carring capacity of space trusses under the influence of imperfections
Formulae for grids with warping torsion
Interpolation of thermal gradients based on the prescribed average temperture method
Formfinding, analysis and construction of a synclastic curved glass dome
Design procedure for large single-layer latticed domes
The design, analysis and fabication of glass-reinforced domed structure for use as a flight simulator
A new method for the subdivision of braced domes
An analysis of braced domes
Experimental study of a reticular dome constructed from alumimium alloy sections
Elastic stability of shallow arches
A study of instability mechanisms of reticulated shells nad analytical model
Non-linear buckling analysis of double-layer latticed domes nd application of modal analysis
Shape generation and stability of double layer latticed domes and application of modal analysis
Stability of braced domes under dynamic loads
A buckling analysis for 3D beams
Some stability aspects of reticulate shells
Load-bearing capacity of square-on-square double layer braced domes
Comparison of the behaviour of three types of braced domes
Large space frames recently constrcuted in diamond truss and tomoe unitruss systems
The design and construction of the domes for the Cairo stadium
Experiental studyon the ultimate strength of single-layer reticular domes
Experiment and numerical analysis of the buckling of a single-laye latticed dome
Non-linear dynamic analysis of roof trusses connected by rigid, pinned and semi-rigid joints
A method to determine dynamic response of truss structures during sudden consecutive member failure
Natural frequencies of rotationally or linearly repetitive space framed
The modal analysis of a unit building block for a 5.0m deployable antenna for apace applications
The reliability and sensitivity of space truss structures under time-variable loads
New knowledge of the fatigue behaviour of steel structures and especiallly of hollow section structures under different load spectra
Dynamic buckling behaviour of single and double layer latticed domes due to vertical earthquake motions
Seismic design of double-layer space grids and their supports
Comparative investigation of the fatigue behaviour of uniplanar and multiplanar
Earthquake-strain constrained design for large spaces frames
Dynamic stability of spherical