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Geometrical Characterization of Wire-and-Arc Additive Manufactured Steel Elements, file e1dcb333-acf0-7715-e053-1705fe0a6cc9
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207
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A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers, file e1dcb339-15c1-7715-e053-1705fe0a6cc9
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136
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Long-term seismometric monitoring of the two towers of Bologna (Italy): Modal frequencies identification and effects due to traffic induced vibrations, file e1dcb336-b6d2-7715-e053-1705fe0a6cc9
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114
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Seismic-proof buildings in developing countries, file e1dcb333-4252-7715-e053-1705fe0a6cc9
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66
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AA5083 (Al–Mg) plates produced by wire-and-arc additive manufacturing: effect of specimen orientation on microstructure and tensile properties, file e1dcb337-ff2c-7715-e053-1705fe0a6cc9
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55
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Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers, file e1dcb339-831d-7715-e053-1705fe0a6cc9
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54
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Shaking-table tests of flat-bottom circular silos containing grain-like material, file e1dcb339-9dff-7715-e053-1705fe0a6cc9
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41
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Seismic Design and Performances of Frame Structures Connected to a Strongback System and Equipped with Different Configurations of Supplemental Viscous Dampers, file e1dcb338-544b-7715-e053-1705fe0a6cc9
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38
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Experimental tests on Crescent Shaped Braces hysteretic devices, file e1dcb33a-0793-7715-e053-1705fe0a6cc9
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34
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Blended structural optimization for wire-and-arc additively manufactured beams, file 55bc492e-ac06-4dae-a391-dee7b39c0bf5
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30
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Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls, file e1dcb32c-49c0-7715-e053-1705fe0a6cc9
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30
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Comprehensive Review on the Dynamic and Seismic Behavior of Flat-Bottom Cylindrical Silos Filled With Granular Material, file e1dcb339-61b7-7715-e053-1705fe0a6cc9
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29
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Stochastic-based damping reduction factors, file e1dcb339-ee8d-7715-e053-1705fe0a6cc9
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29
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Influence of Interlayer Forced Air Cooling on Microstructure and Mechanical Properties of Wire Arc Additively Manufactured 304L Austenitic Stainless Steel, file e1dcb337-c482-7715-e053-1705fe0a6cc9
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28
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On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures, file e1dcb339-9b16-7715-e053-1705fe0a6cc9
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24
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Experimental studies on the mechanical response for structural design of wire-and-arc additively manufactured stainless steel bars, file 254ac6d3-9282-4ab1-9f9e-b8e79a6cdd63
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14
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On the peak inter-storey drift and peak inter-storey velocity profiles for frame structures, file e1dcb32f-4d52-7715-e053-1705fe0a6cc9
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11
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The Garisenda Tower in Bologna: Effects of degradation of selenite basement on its static behaviour, file 64382a1e-1078-4ddf-ad3b-1e4a5bb57382
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10
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Physically-based prediction of the maximum corner displacement magnification of one-storey eccentric systems, file e1dcb32c-4315-7715-e053-1705fe0a6cc9
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10
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Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers, file e1dcb32e-07eb-7715-e053-1705fe0a6cc9
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10
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A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers, file e1dcb331-4d83-7715-e053-1705fe0a6cc9
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10
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Wire-and-Arc Additive Manufacturing for lattice steel structures: overview of the experimental characterization on dot-by-dot rods, file 02db9ed7-eb08-479d-b2f9-499a6ec91458
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9
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Optimal Design of Wire-and-Arc Additively Manufactured I-Beams for Prescribed Deflection, file bb6880ab-e535-4cf8-a7a1-bf12232b5c1e
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8
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Multi performance seismic design through an enhanced first storey isolation system, file e1dcb32c-4b30-7715-e053-1705fe0a6cc9
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7
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Book review. Building Control with Passive Dampers. Optimal Performance based Design for Earthquakes, Izuru Takewaki. John Wiley & Sons (Asia) Pte Ltd., 2 Clement Loop, # 02-01, Singapore 129809 (2009). 306 pp., Cloth, ISBN: 978-0-470-82491-7., file e1dcb32c-5514-7715-e053-1705fe0a6cc9
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7
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EFFECT OF THE GRAIN SLIDING ON THE SEISMIC BEHAVIOR OF CIRCULAR SILOS: A THEORETICAL FORMULATION, file e1dcb32e-0c3e-7715-e053-1705fe0a6cc9
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7
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Strong-Back System Coupled with Framed Structure to Control the Building Seismic Response, file e1dcb330-b953-7715-e053-1705fe0a6cc9
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7
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Crescent Shaped Brace devices to strengthen pinned beam-column connections via semi-rigid CSB joints, file 59f80b2e-cbc2-4129-ac89-e1ba602d3903
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6
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Wire and arc additive manufacturing : a research perspective, file d63c45dd-f9e1-47fa-a100-0984acfff91e
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6
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Shaking table test of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls, file e1dcb32c-3f48-7715-e053-1705fe0a6cc9
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6
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Multi-performance seismic design through an enhanced first-storey isolation system, file e1dcb32c-5511-7715-e053-1705fe0a6cc9
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6
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Reference quantities and values for a possible interpretation of the data acquired from monitoring system of historical buildings, file e1dcb32e-0383-7715-e053-1705fe0a6cc9
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6
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Stochastic-based damping reduction factors, file e1dcb32e-0ba9-7715-e053-1705fe0a6cc9
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6
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Coupled response of framed structures connected to strongback, file e1dcb331-ca9d-7715-e053-1705fe0a6cc9
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6
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Wire and arc additive manufacturing : a research perspective, file 247b9be1-d6c1-4641-89e8-83ae0623d213
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5
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The first year of activities of the “Observatory Claudio Ceccoli”, on the defects of the building structures, file e1dcb32e-0b5a-7715-e053-1705fe0a6cc9
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5
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A direct design procedure for frame structures with added viscous dampers for the mitigation of earthquake-induced vibrations, file e1dcb330-6e71-7715-e053-1705fe0a6cc9
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5
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Towards 3D-printed steel grid-shells: the main idea and first studies, file e1dcb331-ff1c-7715-e053-1705fe0a6cc9
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5
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Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members, file e1dcb333-dec9-7715-e053-1705fe0a6cc9
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5
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A time domain approach for data interpretation from long-term static monitoring of historical structures, file e1dcb338-9d4c-7715-e053-1705fe0a6cc9
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5
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Il comportamento strutturale del Duomo di Modena in campo statico e dinamico, file e1dcb339-6662-7715-e053-1705fe0a6cc9
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5
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On the evaluation of the horizontal forces produced
by grain-like material inside silos during earthquakes, file e1dcb32b-fe57-7715-e053-1705fe0a6cc9
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4
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An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data, file e1dcb32c-f212-7715-e053-1705fe0a6cc9
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4
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Force reduction factor for building structures equipped with added viscous dampers, file e1dcb32d-2a9b-7715-e053-1705fe0a6cc9
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4
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Experiments on crescent shaped braces, file e1dcb32e-0656-7715-e053-1705fe0a6cc9
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4
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SSHM and DSHM for a better knowledge and risk prevention of historical buildings: The cases of the Two Towers in Bologna and the Cathedral in Modena, file e1dcb32e-077f-7715-e053-1705fe0a6cc9
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4
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Experimentally-validated modelling of thin RC sandwich walls subjected to seismic loads, file e1dcb32e-09a0-7715-e053-1705fe0a6cc9
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4
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Shaking-table tests of flat-bottom circular silos containing grain-like material, file e1dcb32e-0e95-7715-e053-1705fe0a6cc9
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4
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A comprehensive study on the seismic response of one-storey asymmetric systems, file e1dcb32f-500a-7715-e053-1705fe0a6cc9
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4
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AN EQUIVALENT STATIC ANALYSIS PROCEDURE FOR STRUCTURES WITH ADDED VISCOUS DAMPERS, file e1dcb32f-bfd9-7715-e053-1705fe0a6cc9
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4
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Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing, file e1dcb333-dece-7715-e053-1705fe0a6cc9
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4
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Estimating Fundamental Dynamic Properties of Structures with Supplemental Dampers by Means of Generalized Single Degree of Freedom Systems, file e1dcb336-06c0-7715-e053-1705fe0a6cc9
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4
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Il modello meccanico e strutturale del Duomo di Modena, file e1dcb339-2b45-7715-e053-1705fe0a6cc9
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4
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Inserting the mass proportional damping (MPD) system in a concrete shear-type structure, file e1dcb339-c5ba-7715-e053-1705fe0a6cc9
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4
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A Possible Interpretation of Data acquired from Monitoring Systems, file e1dcb32b-b1b5-7715-e053-1705fe0a6cc9
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3
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Added viscous dampers in shear type structures: the effectiveness of mass proportional damping, file e1dcb32b-c172-7715-e053-1705fe0a6cc9
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3
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PHYSICAL AND NUMERICAL APPROACHES FOR THE OPTIMAL INSERTION OF SEISMIC VISCOUS DAMPERS IN SHEAR-TYPE STRUCTURES, file e1dcb32b-c529-7715-e053-1705fe0a6cc9
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3
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A case study of a building in L’Aquila, Italy for evaluating the effects of masonry infills on the seismic behavior of r.c. frame structures, file e1dcb32c-060a-7715-e053-1705fe0a6cc9
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3
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A Five-Step Procedure for the Dimensioning of Viscous Dampers to Be
Inserted in Building Structures, file e1dcb32c-1058-7715-e053-1705fe0a6cc9
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3
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On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures, file e1dcb32c-ecac-7715-e053-1705fe0a6cc9
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3
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null, file e1dcb32e-0340-7715-e053-1705fe0a6cc9
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3
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Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers, file e1dcb32e-0515-7715-e053-1705fe0a6cc9
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3
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Application of a direct procedure for the seismic retrofit of a R/C school building equipped with viscous dampers, file e1dcb32e-082d-7715-e053-1705fe0a6cc9
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3
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Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers, file e1dcb32e-08b6-7715-e053-1705fe0a6cc9
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3
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Structural Strengthening of the Portico of the Santa Maria Dei Servi Church In Bologna, file e1dcb32f-d5b5-7715-e053-1705fe0a6cc9
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3
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The seismic assessment of the Asinelli tower in Bologna, file e1dcb330-122e-7715-e053-1705fe0a6cc9
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3
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Seismic design of frame structures equipped with innovative hysteretic dissipative devices, file e1dcb333-7ee3-7715-e053-1705fe0a6cc9
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3
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The application of weld-based additive manufacturing steel to structural engineering, file e1dcb333-b882-7715-e053-1705fe0a6cc9
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3
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Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel, file e1dcb336-1687-7715-e053-1705fe0a6cc9
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3
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On the influence of the geometrical irregularities in the mechanical response of Wire-and-Arc Additively Manufactured planar elements, file e1dcb336-8076-7715-e053-1705fe0a6cc9
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3
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Experimental behaviour of Wire‐and‐Arc Additively Manufactured stainless steel rods, file e1dcb338-63f2-7715-e053-1705fe0a6cc9
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3
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Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading, file 29ea0ce5-3d9a-4494-8978-90a0af98ab10
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2
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Experimentally-validated orthotropic elastic model for Wire-and-Arc Additively Manufactured stainless steel, file 8f637209-7980-467a-b305-831c83606635
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2
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Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing, file aad5b60a-0558-43bc-b49f-49392bcb26f7
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2
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Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading, file cdd776f6-007d-4f35-a75a-41494a3c4289
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2
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A METHODOLOGY OF ANALYSIS FOR A CRITIQUE INTERPRETATION OF THE DATA ACQUIRED FROM MONITORING SYSTEM OF HISTORICAL BUILDINGS, file e1dcb32b-b3aa-7715-e053-1705fe0a6cc9
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2
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New Insight Into and Simplified Approach to Analysis of Laterally-Torsionally Coupled One-Story Systems, file e1dcb32b-c171-7715-e053-1705fe0a6cc9
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2
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Use of toggle brace system for the amplification of seismic damper motion in building structures, file e1dcb32b-cbec-7715-e053-1705fe0a6cc9
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2
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Experimental characterization, modeling and identification of the NEES-UCSD shake table mechanical system, file e1dcb32b-dbb8-7715-e053-1705fe0a6cc9
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2
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THE “PALAZZO DELLA CIVILTA’ ITALIANA” IN ROME EUR: AN HISTORIC PERSPECTIVE OF ITS STRUCUTURES, file e1dcb32b-ef2b-7715-e053-1705fe0a6cc9
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2
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La nuova sede della Regione Calabria a Catanzaro: progetto delle strutture in acciaio, file e1dcb32c-03b8-7715-e053-1705fe0a6cc9
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2
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Monitoring the structural health of the “Due Torri” in Bologna, file e1dcb32c-2208-7715-e053-1705fe0a6cc9
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2
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Le Torri Asinelli e Garisenda: le indagini e gli interventi di consolidamento, file e1dcb32c-260e-7715-e053-1705fe0a6cc9
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2
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Seismic design of a precast r.c. structure equipped with viscous dampers, file e1dcb32c-2687-7715-e053-1705fe0a6cc9
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2
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The structural health monitoring of the Garisenda Tower in Bologna, Italy, file e1dcb32c-3f47-7715-e053-1705fe0a6cc9
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2
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POSSIBLE SOLUTIONS FOR REALIZING THE RETROFITTING DESIGN OF THE ASINELLI TOWER IN BOLOGNA, ITALY, USING DIFFERENT TEMPORARY STRUCTURES, file e1dcb32c-40a0-7715-e053-1705fe0a6cc9
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2
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Physically based prediction of the maximum corner displacement of one-storey eccentric systems, file e1dcb32c-55ad-7715-e053-1705fe0a6cc9
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2
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null, file e1dcb32c-ee62-7715-e053-1705fe0a6cc9
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2
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A statistical study on the peak ground parameters and amplification factors for an updated design displacement spectrum and a criterion for the selection of recorded ground motions, file e1dcb32c-f093-7715-e053-1705fe0a6cc9
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2
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Pier Luigi Nervi - Master Builder, file e1dcb32d-e90c-7715-e053-1705fe0a6cc9
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2
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Estimation of maximum damper forces in shear-type buildings subjected to seismic input, file e1dcb32e-1656-7715-e053-1705fe0a6cc9
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2
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Structural strengthening of the portico of the Santa Maria dei Servi church in Bologna, file e1dcb32e-1ed5-7715-e053-1705fe0a6cc9
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2
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The static and dynamic monitoring of the Asinelli tower in Bologna, Italy, file e1dcb32f-5733-7715-e053-1705fe0a6cc9
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2
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Experimental tests on Crescent Shaped Braces hysteretic devices, file e1dcb330-5da2-7715-e053-1705fe0a6cc9
|
2
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Un metodo semplificato per il dimensionamento e l’analisi di strutture equipaggiate con smorzatori viscosi
A simplified method for dimensioning and analyzing equipped structures with viscous dampers, file e1dcb330-5e75-7715-e053-1705fe0a6cc9
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2
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Structural interpretation of data from static and dynamic structural health monitoring of monumental buildings, file e1dcb330-96fa-7715-e053-1705fe0a6cc9
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2
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Simultaneous design of the topology and the build orientation of Wire-and-Arc Additively Manufactured structural elements, file e1dcb336-06be-7715-e053-1705fe0a6cc9
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2
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High performance mortar for ductile seismic-resistant unreinforced masonry systems, file e1dcb336-4670-7715-e053-1705fe0a6cc9
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2
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Analytical estimation of the key performance points of the tensile force-displacement response of Crescent Shaped Braces, file e1dcb337-c640-7715-e053-1705fe0a6cc9
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2
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Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members, file d8f1a58c-9f0c-407e-9402-50f23642c4dc
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1
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| Totale |
1.262 |