| Nome |
# |
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The optimal shapes of piles in integral abutment bridges, file e2f56ed7-26d5-3eaf-e053-3a05fe0a5d97
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589
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|
Curved footbridges supported by a shell obtained through thrust network analysis, file e2f56ed8-3b4d-3eaf-e053-3a05fe0a5d97
|
324
|
|
Dynamic behaviour of an earthen material under different impact loading conditions, file e2f56ed9-144e-3eaf-e053-3a05fe0a5d97
|
303
|
|
A Heuristic Approach to Identify the Steel Grid Direction of R/C Slabs Using the Yield-Line Method for Analysis, file e2f56ed9-4928-3eaf-e053-3a05fe0a5d97
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260
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|
Experimental characterization of Italian composite adobe bricks reinforced with straw fibers, file e2f56eda-d3e8-3eaf-e053-3a05fe0a5d97
|
250
|
|
Mechanical response of a fibre reinforced earthen material under static and impact loadings, file e2f56ed5-beea-3eaf-e053-3a05fe0a5d97
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246
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Shell-supported footbridges, file e2f56ed9-5d29-3eaf-e053-3a05fe0a5d97
|
133
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|
Structural optimization of composite steel trussed-concrete beams, file e2f56eda-b1f7-3eaf-e053-3a05fe0a5d97
|
90
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Effect of fibre content on static and dynamic properties of fibre reinforced concrete, file e2f56ed4-755f-3eaf-e053-3a05fe0a5d97
|
75
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|
Experimental study on the in-plane response of adobe masonry wallets strengthened with textile reinforced matrix systems, file e2f56eda-7191-3eaf-e053-3a05fe0a5d97
|
67
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Time-dependent analysis of precast segmental bridges, file e2f56ed9-d913-3eaf-e053-3a05fe0a5d97
|
66
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The recovery of the former University pediatric clinics in Cagliari: a project for the reuse, environmental redevelopment and structural and anti-seismic retrofitting of a modern building in a monumental centre, file e2f56ed7-9aef-3eaf-e053-3a05fe0a5d97
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65
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Dynamic behaviour of cement mortars reinforced with glass and basalt fibres, file e2f56eda-c8c8-3eaf-e053-3a05fe0a5d97
|
64
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|
Experimental study on K-joints of concrete-filled steel tubular truss structures, file e2f56eda-9c7a-3eaf-e053-3a05fe0a5d97
|
62
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Comparative experimental study of dynamic compressive strength of mortar with glass and basalt fibres, file e2f56ed5-bb5c-3eaf-e053-3a05fe0a5d97
|
56
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Optimum damping of slender monopole towers by gyroscopic stabilizer, file e2f56eda-9156-3eaf-e053-3a05fe0a5d97
|
47
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xperimental in-plane lateral response of a full-scale adobe masonry wall with opening, file e2f56eda-4f09-3eaf-e053-3a05fe0a5d97
|
46
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Seismic Analysis by Macroelements of Fujian Hakka Tulous, Chinese Circular Earth Constructions Listed in the UNESCO World Heritage List, file e2f56eda-a223-3eaf-e053-3a05fe0a5d97
|
45
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Buckling analysis of piles in multi-layered soils, file e2f56eda-a11e-3eaf-e053-3a05fe0a5d97
|
28
|
|
Analisi globale non lineare con macroelementi della risposta alle azioni orizzontali di edifici in muratura di forma circolare. Il caso del carcere “La Rotunda” di Tempio Pausania = Non-linear Global Analysis with Macro-elements of the Response to Horizontal Seismic Actions in Circular Masonry Buildings. The Case of the “La Rotunda” Prison in Tempio Pausania, file 68cdb78b-c1b9-4295-892b-d53e2517805e
|
14
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Seismic Analysis by Macroelements of Fujian Hakka Tulous, Chinese Circular Earth Constructions Listed in the UNESCO World Heritage List, file e2f56ed8-c649-3eaf-e053-3a05fe0a5d97
|
13
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null, file e2f56ed7-38d2-3eaf-e053-3a05fe0a5d97
|
11
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Fracture behaviour of a fibre reinforced earthen material under static and impact flexural loading, file e2f56ed4-dd40-3eaf-e053-3a05fe0a5d97
|
9
|
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FE analysis of the flexural behavior of cementitious composites using the Concrete Damage Plasticity model, file e2f56ed7-e76f-3eaf-e053-3a05fe0a5d97
|
9
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Optimum design of an arched truss under vertical and horizontal multi-load cases, file e2f56ed9-6478-3eaf-e053-3a05fe0a5d97
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9
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Dynamic behaviour of cement mortars reinforced with glass and basalt fibres, file e2f56ed5-b014-3eaf-e053-3a05fe0a5d97
|
8
|
|
Modi di rottura dei giunti di travi reticolari con aste tubolari, file e2f56ed7-78a9-3eaf-e053-3a05fe0a5d97
|
8
|
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Post-Peak Behaviour of Ferrocement in Bending: Testing and Modelling., file e2f56ed8-cc57-3eaf-e053-3a05fe0a5d97
|
8
|
|
Experimental characterization of Italian composite adobe bricks reinforced with straw fibers, file e2f56ed3-8a71-3eaf-e053-3a05fe0a5d97
|
7
|
|
Simplified method to design laterally loaded piles with optimum shape and length, file e2f56ed8-ad79-3eaf-e053-3a05fe0a5d97
|
7
|
|
null, file e2f56ed7-7690-3eaf-e053-3a05fe0a5d97
|
6
|
|
On the optimization of rib geometry in the mass-production of ribbed R/C floors, file e2f56ed3-7b33-3eaf-e053-3a05fe0a5d97
|
5
|
|
Optimization indexes to identify the optimal design solution of shell-supported bridges, file e2f56ed5-ba22-3eaf-e053-3a05fe0a5d97
|
5
|
|
Curved footbridges supported by a shell obtained as an envelope of thrust-lines, file e2f56ed7-0251-3eaf-e053-3a05fe0a5d97
|
5
|
|
Curved deck arch bridges supported by an inclined arch, file e2f56ed7-0c01-3eaf-e053-3a05fe0a5d97
|
5
|
|
Ponte in curva sorretto da gusci anticlastici speculari in cemento armato progettati con l’uso del metodo TNA (Thrust Network Analysis), file e2f56ed8-c804-3eaf-e053-3a05fe0a5d97
|
5
|
|
Cable optimization of a cable-stayed bridge based on genetic algorithms and the influence matrix method, file e2f56ed9-c2fd-3eaf-e053-3a05fe0a5d97
|
5
|
|
Comparison of form-finding methods to shape concrete shells for curved footbridges, file e2f56ed9-eb14-3eaf-e053-3a05fe0a5d97
|
5
|
|
Comparison of form-finding methods to shape concrete shells for curved footbridges, file e2f56ed9-ef2a-3eaf-e053-3a05fe0a5d97
|
5
|
|
On earth stabilization with natural polymers for earth masonry construction, file e2f56ed3-8047-3eaf-e053-3a05fe0a5d97
|
4
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Strain rate behaviour in tension of austenitic stainless steel used for reinforcing bars, file e2f56ed3-9867-3eaf-e053-3a05fe0a5d97
|
4
|
|
Optimum shape and length of laterally loaded piles, file e2f56ed7-8ade-3eaf-e053-3a05fe0a5d97
|
4
|
|
Experimental study on K-joints of concrete-filled steel tubular truss structures, file e2f56ed5-c49b-3eaf-e053-3a05fe0a5d97
|
3
|
|
null, file e2f56ed7-3c42-3eaf-e053-3a05fe0a5d97
|
3
|
|
Dynamic behaviour of the Curved Cable-Stayed Bridge in Venice under different design choices, file e2f56eda-79fe-3eaf-e053-3a05fe0a5d97
|
3
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|
Confronto fra il comportamento dinamico di malte rinforzate con fibre di vetro e di basalto, file 8b2a76a2-8523-425e-8604-979c3b90da5e
|
2
|
|
null, file e2f56ed3-94d6-3eaf-e053-3a05fe0a5d97
|
2
|
|
null, file e2f56ed4-ce49-3eaf-e053-3a05fe0a5d97
|
2
|
|
Effect of reinforcing wool fibres on fracture and energy absorption properties of an earthen material, file e2f56ed4-d4e7-3eaf-e053-3a05fe0a5d97
|
2
|
|
Energy absorption at high strain rate of glass fiber reinforced mortars, file e2f56ed5-bbd1-3eaf-e053-3a05fe0a5d97
|
2
|
|
Curved shell-supported footbridges, file e2f56ed5-c0ec-3eaf-e053-3a05fe0a5d97
|
2
|
|
Adobe in Sardinia. Static and dynamic behaviour of the earthen material and of adobe constructions, file e2f56ed6-ff82-3eaf-e053-3a05fe0a5d97
|
2
|
|
Nonlinear static analysis by finite elements of a Fujian Hakka Tulou, file e2f56ed8-baba-3eaf-e053-3a05fe0a5d97
|
2
|
|
Seismic analysis of Fujian Hakka Tulous, file e2f56ed8-babe-3eaf-e053-3a05fe0a5d97
|
2
|
|
Numerical simulation of shaking table test on an adobe masonry building through nonlinear macro-element analysis, file e2f56eda-4f6b-3eaf-e053-3a05fe0a5d97
|
2
|
|
3.4 Consolidmento ed efficientamento energetico, file e2f56eda-838d-3eaf-e053-3a05fe0a5d97
|
2
|
|
null, file e2f56eda-b8ec-3eaf-e053-3a05fe0a5d97
|
2
|
|
Dynamic Performance Analysis of a Curved Cable-Stayed Bridge Based on the Direct Method and the Sensitivity-Based Iterative Method, file 442feb74-59b1-42f8-991b-cdae58f99933
|
1
|
|
On the application of the sequential simplex method in the yield-line analysis of R/C slabs, file e2f56ed3-7cc3-3eaf-e053-3a05fe0a5d97
|
1
|
|
Stabilizzazione di elementi in terra cruda con polimeri naturali, file e2f56ed3-a006-3eaf-e053-3a05fe0a5d97
|
1
|
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Conceptual approach to the design of glass objects from a structural point of view, file e2f56ed5-3393-3eaf-e053-3a05fe0a5d97
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1
|
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Failure modes and resistance of k-joints of concrete-filled steel tubular truss structures, file e2f56ed5-c4ff-3eaf-e053-3a05fe0a5d97
|
1
|
|
Re-qualification and anti-seismic structural adjustment of modern architecture buildings in the historic centresThe case of the former University Paediatric Clinics in Cagliari, file e2f56ed6-d9c1-3eaf-e053-3a05fe0a5d97
|
1
|
|
Structural Optimization of a Steel Arch Bridge with Genetic Algorithm, file e2f56ed9-5490-3eaf-e053-3a05fe0a5d97
|
1
|
|
In-plane shear behaviour of adobe masonry wallets strengthened with textile reinforced mortar, file e2f56eda-5131-3eaf-e053-3a05fe0a5d97
|
1
|
|
Numerical simulation and simplified calculation of the effective slab width for composite cable-stayed bridges, file e2f56eda-c099-3eaf-e053-3a05fe0a5d97
|
1
|
| Totale |
3.019 |