Typical damage to multiple leaf walls during earthquakes is the loss of bond between the leaves with consequent collapse of half of the wall. Retrofitting or repair of this damage is a very difficult task. In many cases grout injection or wall jacketing fail due to incompatibility with the construction technique of the walls. A complementary technique to the grouting has been proposed by the authors.
Experimental evaluation of shear and compression strength of masonry wall before and after reinforcement: deep re-pointing
TEDESCHI, CRISTINA;BINDA, LUIGIA;
2008-01-01
Abstract
Typical damage to multiple leaf walls during earthquakes is the loss of bond between the leaves with consequent collapse of half of the wall. Retrofitting or repair of this damage is a very difficult task. In many cases grout injection or wall jacketing fail due to incompatibility with the construction technique of the walls. A complementary technique to the grouting has been proposed by the authors.File in questo prodotto:
| File | Dimensione | Formato | |
|---|---|---|---|
|
Lav_416b.pdf
Accesso riservato
:
Post-Print (DRAFT o Author’s Accepted Manuscript-AAM)
Dimensione
1.17 MB
Formato
Adobe PDF
|
1.17 MB | Adobe PDF | Visualizza/Apri |
|
Lav_416b_riv.pdf
Accesso riservato
:
Altro materiale allegato
Dimensione
1.63 MB
Formato
Adobe PDF
|
1.63 MB | Adobe PDF | Visualizza/Apri |
I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
