Catalogo Pubblicazioni POLIMI

Catalogo Pubblicazioni POLIMI: [192758] Home page macrotipologia

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01 CONTRIBUTO SU RIVISTA 83802
- 01.1 Articolo in Rivista 82549
- 01.2 Recensione in Rivista 846
- 01.3 Scheda Bibliografica 8
- 01.4 Nota a sentenza 20
- 01.5 Abstract in Rivista 349
- 01.6 Traduzione in Rivista 30

02 CONTRIBUTO IN VOLUME 28848
- 02.1 Contributo in Volume 27595
- 02.2 Prefazione/Postfazione 431
- 02.3 Breve introduzione 198
- 02.4 Voce (in dizionario o enciclopedia) 239
- 02.5 Traduzione in volume 74
- 02.6 Recensione in volume 35
- 02.7 Schede di Catalogo 276

03 LIBRO 4888
- 03.1 Monografia o trattato scientifico 4801
- 03.2 Concordanza 2
- 03.3 Indice 0
- 03.4 Bibliografia 7
- 03.5 Edizione critica 10
- 03.6 Pubblicazione di fonti inedite 10
- 03.7 Commento scientifico 9
- 03.8 Traduzione di libro 49

04 CONTRIBUTO IN ATTI DI CONVEGNO 65804
- 04.1 Contributo in Atti di convegno 61621
- 04.2 Abstract in Atti di convegno 3394
- 04.3 Poster 790

05 BREVETTO 2498
- 05.1 Brevetto 2498

06 CURATELA 3398
- 06.1 Curatela 3398

07 ALTRO 3523
- 07.01 Composizione 15
- 07.02 Disegno 27
- 07.03 Design 33
- 07.04 Performance 16
- 07.05 Esposizione 30
- 07.06 Mostra 348
- 07.07 Manufatto 6
- 07.08 Prototipo d'arte e relativi progetti 19
- 07.09 Cartografia 11
- 07.10 Banca dati 22
- 07.11 Software 17
- 07.12 Altro 1876
- 07.13 Progetti 1103

Prodotti recenti

16-DOF Finite Element for FRCM Reinforced Masonry Arches Subjected to Debonding: Preliminary Results at Structural Level

A 16-dof 1D finite element suited to study masonry arches reinforced with FRCM is presented. The nonlinearities are concentrated in matrix layers of the reinforcement, at the interface between substrate/reinforcement and matrix/fiber, and in mortar joints. Bricks are modeled with elastic elements, whereas the reinforcement is constituted by three trusses in parallel representing external matrix, central fiber, and internal matrix layers, mutually exchanging tangential stresses by means of she...

Analytical and Numerical Models Based on Debonding Sawtooth Approach for SRG-Reinforced Joints Under Direct Shear Tests

This paper introduces a novel and user-friendly analytical approach for modeling the debonding phenomenon in steel reinforced grout (SRG) strengthened concrete specimens subjected to single lap shear tests. Nonlinearity is localized at the interface between substrate and reinforcement assumed to be linear elastic. The behavior at this interface, supposed to be discontinuous and multilinear, is defined by a tangential stress-slip relationship comprising four phases: three elastics perfectly fr...

Full-Scale Research and Numerical Analysis of Masonry Stiffening Walls

Each residential building is stiffened with walls whose task is to safely transmit horizontal forces to the foundations. Horizontal actions are caused by wind pressure but can also be induced by paraseismic (mining tremors) and seismic actions (earthquakes). Some studies are concerned with seismic testing of masonry buildings, but few studies include monotonic testing of shear walls. Determining the spatial behavior of stiffening walls was made possible by extensive full-scale research on a m...

Preface

Comparative Analysis of Seismic Isolators With Different Steel Dampers

The dissipation energy capacity of traditional isolation systems is limited. However, some types of steel dampers, for instances, X-shaped steel dampers, J-shaped steel dampers and U-shaped steel dampers, have the advantage of a high dissipative energy capacity. In this paper, a seismic isolator and S-shaped steel dampers are connected together to form a novel hybrid seismic isolation system, and S-shaped steel dampers are bolted together to create double U-shaped steel dampers. The novel dev...

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