| Nome |
# |
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Service and Ultimate Behaviour of Slim Floor Beams: An Experimental Study, file e3835195-9034-72ef-e053-3705fe0ad821
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191
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An experimental investigation on solid and perforated steel storage racks uprights, file e3835195-2846-72ef-e053-3705fe0ad821
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169
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Experimental and numerical analyses of the loading rate influence on the T-stub response, file e3835195-3d02-72ef-e053-3705fe0ad821
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124
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Moment resisting steel-concrete composite frames under the column loss scenario: design of an experimental study, file e3835195-41e9-72ef-e053-3705fe0ad821
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88
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Moment resisting steel-concrete composite frames under the column loss scenario: design of an experimental study, file e3835195-41eb-72ef-e053-3705fe0ad821
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83
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Steel-concrete frames under the column loss scenario: An experimental study, file e3835198-247b-72ef-e053-3705fe0ad821
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68
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Response of CFS Sheathed Shear Walls, file e3835197-e73d-72ef-e053-3705fe0ad821
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51
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Seismic Performance Monitoring and Identification of Steel Storage Pallet Racks, file e3835197-a2cc-72ef-e053-3705fe0ad821
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33
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An Experimental Investigation on Base-Plate Joints of Steel Storage Pallet Racks, file 21590b86-815a-4019-8abf-9407768b3d78
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30
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Experimental vs. theoretical design approaches for thin-walled cold-formed steel beam-columns, file e3835198-30b6-72ef-e053-3705fe0ad821
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18
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Moment resisting steel-concrete composite frames under the column loss scenario: design of an experimental study, file e3835195-41ea-72ef-e053-3705fe0ad821
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15
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Study of cold-formed steel floor systems under shear loadings, file e3835194-b5bc-72ef-e053-3705fe0ad821
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13
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Experimental and numerical analyses of the loading rate influence on the T-stub response, file e3835195-3d04-72ef-e053-3705fe0ad821
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13
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Experimental and numerical analyses of the loading rate influence on the T-stub response, file e3835195-3d03-72ef-e053-3705fe0ad821
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12
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Experimental vs. theoretical design approaches for thin-walled cold-formed steel beam-columns, file e3835194-8c37-72ef-e053-3705fe0ad821
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11
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La risposta ad azioni di taglio di sistemi di piano con struttura in elementi piegati a freddo - Shear response of cold-formed steel floor systems, file e3835194-6bca-72ef-e053-3705fe0ad821
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10
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Experimental vs. theoretical design approaches for thin-walled cold-formed steel beam-columns, file e3835199-5210-72ef-e053-3705fe0ad821
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9
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Study of the Shear Behaviour of Floor Diaphragms in Light Steel Residential Buildings, file ee9631f2-3997-46e7-a111-388771a7ba5b
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9
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Perforated TWCF steel beam-columns: European design alternatives, file e3835196-bb72-72ef-e053-3705fe0ad821
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8
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Study of the loading rate influence on the T-stub response, file e3835194-73c5-72ef-e053-3705fe0ad821
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7
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Non-conventional building: stick-built systems - design by testing, file e3835194-a23e-72ef-e053-3705fe0ad821
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7
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Robustness of steel-concrete flooring systems - An experimental assessment, file e3835192-3eb4-72ef-e053-3705fe0ad821
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6
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T-stub response and loading rate, file e3835194-6bfe-72ef-e053-3705fe0ad821
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6
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Response of CFS Sheathed Shear Walls, file e3835198-1c41-72ef-e053-3705fe0ad821
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6
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Seismic Behaviour of Residential Steel Buildings Made of Cold-Formed Steel Members, file 80ecbf91-0b4d-4661-a5af-4fc60fbf5675
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5
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Struttura in acciaio sottile formato a freddo, prestazioni strutturali e confort abitativo: Il sistema costruttivo steelMAX®=Light cold formed steel structure, structural performance and
living comfort: The steelMAX® construction system, file cdfc3e07-82fe-41a0-8949-15138bf313dd
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5
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Design by testing of industrial racks, file e3835192-3eeb-72ef-e053-3705fe0ad821
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5
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Determining the transversal shear stiffness of steel strorage rack upright frames, file e3835192-452c-72ef-e053-3705fe0ad821
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5
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Evaluation of European approaches applied to design of TWCF steel members, file e3835195-fc46-72ef-e053-3705fe0ad821
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5
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Experimental Campaign on Components of Steel Frames for Elevators, file 53767950-f774-43b8-b11b-fba33549608b
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4
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ROBUST DESIGN OF STEEL AND CONCRETE COMPOSITE STRUCTURES, file e3835192-6f58-72ef-e053-3705fe0ad821
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4
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Analytical evaluation of lateral response of CFS shear walls, file e3835193-6fda-72ef-e053-3705fe0ad821
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4
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Factors contributing to the transverse shear stiffness of bolted cold-formed steel storage rack upright frames with channel bracing members, file e3835195-201a-72ef-e053-3705fe0ad821
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4
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PROGRESSIVE COLLAPSE: THE CASE OF COMPOSITE STEEL-CONCRETE FRAMES, file e3835197-3d86-72ef-e053-3705fe0ad821
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4
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Seismic Performance Monitoring and Identification of Steel Storage Pallet Racks, file e3835199-7ca1-72ef-e053-3705fe0ad821
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4
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Experimental Assessment of an Asymmetric Steel–Concrete Frame under a Column Loss Scenario, file 14cb04a0-9864-46d4-a31c-9bd4ae040547
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3
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Numerical Models for the Analysis of Shear Walls in Light Steel Residential Buildings, file a714c5ca-30fd-4e9c-8967-ce7343373e33
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3
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Cyclic response of CFS framed shear walls, file e3835192-651c-72ef-e053-3705fe0ad821
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3
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Progressive collapse: the case of composite steel-concrete frames, file e3835192-651f-72ef-e053-3705fe0ad821
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3
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Finite element modelling of bolted cold-formed steel storage rack upright frames, file e3835194-8146-72ef-e053-3705fe0ad821
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3
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Insight into the tension stiffening behavior of reinforced concrete tension members revealed by finite element modeling, file e3835195-1f4d-72ef-e053-3705fe0ad821
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3
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Investigation of the column loss scenario of one composite steel and concrete frame, file e3835195-27a4-72ef-e053-3705fe0ad821
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3
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Study of the response of steel-concrete composite beams of slimfloor type = Studio della risposta di travi composte acciaio calcestruzzo di tipo slimfloor, file e3835195-bdae-72ef-e053-3705fe0ad821
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3
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Anwendungsregeln für Slim-Floor-Träger unter Berücksichtigung von Sicherheit, Funktionalität und Nachhaltigkeit, file e3835195-faf0-72ef-e053-3705fe0ad821
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3
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Giunti trave-colonna per scaffalature metalliche: modelli evoluti a elementi finiti = Beam-to-column joints for steel storage racks: refined Finite Element models, file e3835196-0bcc-72ef-e053-3705fe0ad821
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3
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Service and Ultimate Behaviour of Slim Floor Beams: An Experimental Study, file e3835197-e540-72ef-e053-3705fe0ad821
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3
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Cold-Formed Perforated Uprights: Experimental Evaluation of M-N Domains, file 29654a15-3e19-43e4-82bb-ae6235d91334
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2
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Comportamento ciclico di giunti trave-colonna nelle strutture metalliche per ascensori = Cyclic Response of Beam-to-Upright Joints in Steel Frames for Elevators, file 2f1a8c2e-7486-4714-84d3-f8b0fa244e0b
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2
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Monotonic and Cyclic Behaviour of Base-Plate Joints of Steel Storage Racks: An Experimental Study, file 40c70701-9cd6-4c05-84a9-ac5d50d04a93
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2
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An Overview of Studies of the Response of a Typical Steel Light-Gauge Housing System, file 51ac17ed-5964-4e07-8294-66568cab9180
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2
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A Testing Equipment for Seismic Studies of Steel Rack Frames, file 74b34d84-3ad1-4a1a-9a9b-183371e3ca63
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2
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Progressive collapse modeling of a steel structure with composite slab using commercial finite element software, file 7fb7aa9b-50ec-40b7-8f07-227794d409e7
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2
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Component Method Applied to Base Plate Connections of Steel Racks, file 84672653-87d6-4803-8a65-257fb20dfa64
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2
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Experimental Study of the Lateral Resistance of Cfs Shear Walls, file a883e9c9-d329-4d26-9023-f53f5ea92576
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2
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Full-Scale Tests of Industrial Steel Storage Pallet Racksy, file be49fc21-aed5-40bf-830c-b174327f160a
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2
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Component Method Applied to Base Plate Connections of Steel Racks, file d1b182ee-30d5-4338-9ef8-2b973575b9b8
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2
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The FAILNOMORE Project – Practice‐Oriented Design Recommendations against Progressive Collapse in Steel and Steel‐Concrete Buildings, file d623d163-4d3b-4070-a490-3c6edc757339
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2
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Experimental and Numerical Study of the Loading Rate Influence on T-stub Performance, file ddbf21e7-2c3a-41c9-aa89-b48aa03a8140
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2
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Effect of nylon fibres on mechanical and thermal properties of hardened concrete for energy storage systems, file e3835192-302f-72ef-e053-3705fe0ad821
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2
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Analisi sperimentale sulla robustezza delle strutture intelaiate miste acciaio-calcestruzzo, file e3835192-6633-72ef-e053-3705fe0ad821
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2
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A PROPOSAL TO IMPROVE THE TWCF STEEL MEMBER EUROPEAN DESIGN APPROACHES, file e3835195-2adb-72ef-e053-3705fe0ad821
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2
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Studio numerico e sperimentale di pareti a taglio in costruzioni leggere in piegati a freddo di acciaio = An Experimental and Numerical Study of Shear Walls of Light Gauge Residential Buildings, file e3835195-b740-72ef-e053-3705fe0ad821
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2
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Strategie progettuali per aste presso-inflesse in parete sottile e con forature a passo = Design strategies for cold-formed beam-columns with regular perforations, file e3835195-b7f0-72ef-e053-3705fe0ad821
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2
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Experimentelle Untersuchungen an Slim-Floor-Trägern, file e3835196-0fd4-72ef-e053-3705fe0ad821
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2
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Service and Ultimate Behaviour of Slim Floor Beams: An Experimental Study, file e3835197-e9c5-72ef-e053-3705fe0ad821
|
2
|
|
An experimental investigation on solid and perforated steel storage racks uprights, file e3835198-3f02-72ef-e053-3705fe0ad821
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2
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Steel-concrete frames under the column loss scenario: An experimental study, file e3835198-3f0c-72ef-e053-3705fe0ad821
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2
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Experimental study of the shear behaviour of floor diaphragms in light steel residential buildings, file e3835198-c74d-72ef-e053-3705fe0ad821
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2
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Analisi sperimentale e numerica di montanti in acciaio compressi eccentricamente per ascensori = Experimental and Numerical Investigation on Elevator Steel Uprights under Eccentric Compression, file ed7d7e5a-1426-451e-b76a-5edeeaa97538
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2
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Robustezza?, file 356cbba4-5730-4440-8767-612215b6f11b
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1
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Raccomandazioni di progetto nei confronti del collasso progressivo di strutture di acciaio e acciaio-calcestruzzo, file 80c12717-ed83-4be4-ab2b-b549de7b98ca
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1
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D3-1: Design Recommendations against Progressive Collapse in Steel and Steel-Concrete Buildings, file a7cfa32a-b522-4e88-83ff-d29fae6ff4a6
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1
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Anwendungsregeln für Slim-Floor-Träger unter Berücksichtigung von Sicherheit, Funktionalität und Nachhaltigkeit, file e3835195-be8b-72ef-e053-3705fe0ad821
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1
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Evaluation of European approaches applied to design of TWCF steel members, file e3835195-ee59-72ef-e053-3705fe0ad821
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1
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| Totale |
1.120 |