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Besoiu, T., Ioani, A.: Progressive collapse resistance
of a 13-story RC building subjected to different “missing column”
scenarios
.......................................................................................................................................................................................................
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1 |
Bujnak, J.:
Structural and experimental analysis of
composite trusses ..................................................................................................
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9 |
Cazacu, C., Muntean, R., Galatanu, T.F., Taus, D.:
Hemp-lime technology
..........................................................................................
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19 |
Clim, D., Groll, L., Diaconu, L., Diaconu, A.C.: Water
in construction elements of old buildings. Degradation mechanisms ......
|
25 |
Dan, S., Badea, C., Iures, L.: Behaviour of reinforced
concrete structures subjected to seismic impact. ........................................
|
31 |
Deaconu, O.: Considerations regarding using concrete
with dispersed reinforcement and ferrocement ......................................
|
39 |
Dosa, A., Ungureanu, V.V., Galatanu, T.F.: A study of
the finite element modeling of an end loaded cantilever beam
...............
|
45 |
Fetea, M.S.: Modal analysis of isotropic rectangular
plates using an analytical method ....................................................................
|
49 |
Fetea, M.S.: Dynamic analysis of clamped plate
expressed by displacements and bending moments ........................................
|
55 |
Firus, A., Schneider, J., Francke, W., Kunkel, B.: TU Darmstadt Humvib-bridge: investigation of the human-structure
interaction on a
full-scale experimental pedestrian bridge ................................................................................................................ |
63 |
Gradinaru, C.M., Barbuta, M., Serbanoiu, A.A. , Babor,
D.: Investigations on the mechanical properties of concrete with
sheep wool fibers and fly ash
...................................................................................................................................................................
|
73 |
Kozaric, L.J., Kukaras, D., Besevic M., Prokic, A.,
Duric, N.: Acetylated wood in constructions ..........................................................
|
81 |
Mantulescu, M., Tuns, I.: Extension of a hotel in
Poiana Brasov on an inclined slope ........................................................................
|
87 |
Miron, I., Manea, D.: Reed-based eco-friendly thermal
insulators ..........................................................................................................
|
93 |
Mustea, A., Manea, D., Muntean, R., Miron, O.:
Evaluating the adherence to the substrate of fiber reinforced plaster
mortars ..
|
101 |
Popa, C.: FEM analysis of glass structures using BIM
software ..............................................................................................................
|
109 |
Precupanu, C., Precupanu, D.: About the calculus of
the prestressed beams using equivalent section method ........................ |
115 |
Radu, D., Sedmak, A.: Welding joints failure
assessment – fracture mechanics approach ............................................................. |
121 |
Rujanu, M., Barbuta, M., Diaconu, L., Plian, D., Babor,
D., Cadere, C. : Influence of aggregate type on the cement concrete ...
|
129 |
Taus, D., Cazacu, Ch.: Notions of share force
resistance of double T thick steel welded sheets with sinusoidal
webs produced in Romania ....................................................................................................................................................................
|
133 |
Tuns, I., Galatanu, TF., Mantulescu, M.: Causes that
determined the collapse of some poles from electrical network in
public
transport. Case study ..................................................................................................................................................................... |
139 |
Urian, G., Haupt-Karp, A.: Pushover analysis on
steel-concrete composite frames ............................................................................ |
145 |
Urian, G., Haupt-Karp, A.: Reinforcing solution on
existing crane runway with castellated beams-Case study .............................
|
153 |
Vojnic Purcar, M., Prokic, A., Besevic, M., Kozaric LJ.,
Zivkovic, S.: Influence of fiber orientation on torsional vibrations of
thin-walled laminated composite beams ...............................................................................................................................................
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171 |
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