-
2
-
-
34548265617
-
-
Comité Européen de Normalisation, Eurocode 5 (2003) - Design of timber structures - Part 1-1: General - Common rules and rules for buildings, Final Draft, prEN 1995-1-1 (Bruxelles, Belgium).
-
Comité Européen de Normalisation, Eurocode 5 (2003) - Design of timber structures - Part 1-1: General - Common rules and rules for buildings, Final Draft, prEN 1995-1-1 (Bruxelles, Belgium).
-
-
-
-
3
-
-
34548248052
-
-
Comité Européen de Normalisation (1996) Eurocode 5 - Design of Timber Structures - Part 2: Bridges, ENV 1995-2 (Bruxelles, Belgium).
-
Comité Européen de Normalisation (1996) Eurocode 5 - Design of Timber Structures - Part 2: Bridges, ENV 1995-2 (Bruxelles, Belgium).
-
-
-
-
4
-
-
34548100671
-
Experimental and numerical results on timber-concrete composite floors with different connection systems, in '6th WCTE
-
British Columbia, Canada, CD
-
Piazza M, Ballerini M (2000) Experimental and numerical results on timber-concrete composite floors with different connection systems, in '6th WCTE', Proceedings of the World Conference on Timber Engineering, Whistler Resort, British Columbia, Canada, CD.
-
(2000)
Proceedings of the World Conference on Timber Engineering, Whistler Resort
-
-
Piazza, M.1
Ballerini, M.2
-
5
-
-
10844293524
-
Connectors for timber-lightweight concrete composite structures
-
Steinberg E, Selle R, Faust T (2003) Connectors for timber-lightweight concrete composite structures. J. of Struct. Eng., 129(11):1538-1545.
-
(2003)
J. of Struct. Eng
, vol.129
, Issue.11
, pp. 1538-1545
-
-
Steinberg, E.1
Selle, R.2
Faust, T.3
-
6
-
-
34548282894
-
-
Comité Euro-International du Béton (1993) CEB Bull. No 213/214: CEB-FIP Model Code 90 (Lausanne, Switzerland).
-
Comité Euro-International du Béton (1993) CEB Bull. No 213/214: CEB-FIP Model Code 90 (Lausanne, Switzerland).
-
-
-
-
7
-
-
0000671530
-
The viscoelasticity of wood at varying moisture content
-
Ranta Maunus A (1975) The viscoelasticity of wood at varying moisture content, Wood Science and Tech. 9:189-205.
-
(1975)
Wood Science and Tech
, vol.9
, pp. 189-205
-
-
Ranta Maunus, A.1
-
8
-
-
34548243145
-
-
Toratti T (1992) Creep of timber beams in a variable environment: Report 31 (Lab. of Struct. Eng. and Build. Physics, Helsinki Univ. of Technology, Finland).
-
Toratti T (1992) Creep of timber beams in a variable environment: Report 31 (Lab. of Struct. Eng. and Build. Physics, Helsinki Univ. of Technology, Finland).
-
-
-
-
9
-
-
18744419942
-
Advances in the knowledge of the influence of moisture changes on the long-term mechanical performance of timber structures
-
Hanhijärvi A (2000) Advances in the knowledge of the influence of moisture changes on the long-term mechanical performance of timber structures, Mater. Struct. 33:43-49.
-
(2000)
Mater. Struct
, vol.33
, pp. 43-49
-
-
Hanhijärvi, A.1
-
10
-
-
34548220897
-
-
Kenel A, Meierhofer U (1998) Long term, performance of timber concrete composite structural elements, Report No. 115/39 (EMPA Abteilung Holz, Dübendorf), only available in German.
-
Kenel A, Meierhofer U (1998) Long term, performance of timber concrete composite structural elements, Report No. 115/39 (EMPA Abteilung Holz, Dübendorf), only available in German.
-
-
-
-
11
-
-
21644487880
-
Long-term behaviour of a timber-concrete connection system, in 'Joints in Timber Structures
-
Stuttgart, Germany
-
Amadio C, Ceccotti A, Di Marco R, Fragiacomo M (2001) Long-term behaviour of a timber-concrete connection system, in 'Joints in Timber Structures', Proceedings of the RILEM Symposium, Stuttgart, Germany, 263-272.
-
(2001)
Proceedings of the RILEM Symposium
, pp. 263-272
-
-
Amadio, C.1
Ceccotti, A.2
Di Marco, R.3
Fragiacomo, M.4
-
12
-
-
0027557211
-
Istantaneous and time-dependent analysis of composite wood-concrete crosssections using Dischinger's equations of state: Part 1 - Istantaneous analysis; Part 2 - Time dependent analysis
-
Mungwa MS, Kenmou DA (1993) Istantaneous and time-dependent analysis of composite wood-concrete crosssections using Dischinger's equations of state: Part 1 - Istantaneous analysis; Part 2 - Time dependent analysis. Mater. Struct., 26:98-102, 176-180.
-
(1993)
Mater. Struct
, vol.26
-
-
Mungwa, M.S.1
Kenmou, D.A.2
-
13
-
-
21644476461
-
A finite element model for long-term analysis of timber-concrete composite beams. Struct. Eng. & Mechanics
-
Fragiacomo M (2005) A finite element model for long-term analysis of timber-concrete composite beams. Struct. Eng. & Mechanics, 20(2): 173-189.
-
(2005)
, vol.20
, Issue.2
, pp. 173-189
-
-
Fragiacomo, M.1
-
14
-
-
34548272039
-
-
Schänzlin J (2003) About the time dependent behaviour of composite of board stacks and concrete. Ph.D. Thesis (Univ. of Stuttgart), only available in German.
-
Schänzlin J (2003) About the time dependent behaviour of composite of board stacks and concrete. Ph.D. Thesis (Univ. of Stuttgart), only available in German.
-
-
-
-
15
-
-
34548290284
-
Potential upgrade of timber frame buildings in the UK using timber-concrete composites, in '8th WCTE
-
Finland
-
Grantham R, Enjily V, Fragiacomo M, Nogarol C, Zidaric I, Amadio C (2004) Potential upgrade of timber frame buildings in the UK using timber-concrete composites, in '8th WCTE', Proceedings of the World Conference on Timber Engineering. Lahti, Finland, 2:59-64.
-
(2004)
Proceedings of the World Conference on Timber Engineering. Lahti
, vol.2
, pp. 59-64
-
-
Grantham, R.1
Enjily, V.2
Fragiacomo, M.3
Nogarol, C.4
Zidaric, I.5
Amadio, C.6
-
16
-
-
34548106762
-
Long term modelling of timber-concrete composite structures in variable climates, in '8th WCTE
-
Finland
-
Bou Saïd E, Jullien J-F, Ceccotti A (2004) Long term modelling of timber-concrete composite structures in variable climates, in '8th WCTE', Proceedings of the World Conference on Timber Engineering. Lahti, Finland, 2:143-148.
-
(2004)
Proceedings of the World Conference on Timber Engineering. Lahti
, vol.2
, pp. 143-148
-
-
Bou Saïd, E.1
Jullien, J.-F.2
Ceccotti, A.3
-
17
-
-
0032206956
-
Bond stress system of composite concrete-timber beams
-
Capozucca R (1998) Bond stress system of composite concrete-timber beams. Mater. Struct., 31:634-640.
-
(1998)
Mater. Struct
, vol.31
, pp. 634-640
-
-
Capozucca, R.1
-
18
-
-
13844275571
-
Investigation of notched composite wood-concrete connections
-
Gutkowski RM, Brown K, Shigidi A, Natterer J (2004) Investigation of notched composite wood-concrete connections. J. Struct. Eng., 130(10): 1553-1561.
-
(2004)
J. Struct. Eng
, vol.130
, Issue.10
, pp. 1553-1561
-
-
Gutkowski, R.M.1
Brown, K.2
Shigidi, A.3
Natterer, J.4
-
19
-
-
4444227905
-
Service behaviour of timber-concrete composite beams: A 5-year monitoring and testing experience
-
New Orleans, USA
-
Capretti S, Ceccotti A (1996) Service behaviour of timber-concrete composite beams: a 5-year monitoring and testing experience, in Proceedings of the World onference on Timber Engineering, New Orleans, USA, 3:443-449.
-
(1996)
Proceedings of the World onference on Timber Engineering
, vol.3
, pp. 443-449
-
-
Capretti, S.1
Ceccotti, A.2
-
20
-
-
34548241692
-
-
CEN/TC124 Structural timber (1998) Work Group 2, prEN 1194: Timber structures - Glued laminated timber - Strength classes and. determination of characteristic values.
-
CEN/TC124 Structural timber (1998) Work Group 2, prEN 1194: Timber structures - Glued laminated timber - Strength classes and. determination of characteristic values.
-
-
-
-
21
-
-
33645517525
-
Long-term behavior of timber-concrete composite beams. I: Finite element modeling and validation
-
Fragiacomo M, Ceccotti A (2006) Long-term behavior of timber-concrete composite beams. I: Finite element modeling and validation. J. Struct. Eng., 132(1): 13-22.
-
(2006)
J. Struct. Eng
, vol.132
, Issue.1
, pp. 13-22
-
-
Fragiacomo, M.1
Ceccotti, A.2
-
22
-
-
33645528634
-
Long-term behavior of timber-concrete composite beams. II: Numerical analysis and simplified evaluation
-
Fragiacomo M. (2006) Long-term behavior of timber-concrete composite beams. II: Numerical analysis and simplified evaluation. J. Struct. Eng., 132(1):23-33.
-
(2006)
J. Struct. Eng
, vol.132
, Issue.1
, pp. 23-33
-
-
Fragiacomo, M.1
-
23
-
-
10844285956
-
A technique for stiffness and strength upgrading of wooden floors
-
only available in Italian
-
Turrini G, Piazza M. (1983) A technique for stiffness and strength upgrading of wooden floors. Recuperare 5:224-237, only available in Italian.
-
(1983)
Recuperare
, vol.5
, pp. 224-237
-
-
Turrini, G.1
Piazza, M.2
-
24
-
-
34548206656
-
-
Comité Européen de Normalisation (1993) Eurocode 5 - Design of timber structures - Part 1-1: General - Common rules and rules for buildings, Final Draft, ENV 1995-1-1 (Bruxelles, Belgium).
-
Comité Européen de Normalisation (1993) Eurocode 5 - Design of timber structures - Part 1-1: General - Common rules and rules for buildings, Final Draft, ENV 1995-1-1 (Bruxelles, Belgium).
-
-
-
|