-
1
-
-
42749096422
-
-
Angervo K. Über die Knickung und Tragfähigkeit eines exzentrisch gedrückten Pfeilers ohne Zugfeistgkeit. Staatlich Technische Forschungsanstalt, Helsinki; 1954.
-
Angervo K. Über die Knickung und Tragfähigkeit eines exzentrisch gedrückten Pfeilers ohne Zugfeistgkeit. Staatlich Technische Forschungsanstalt, Helsinki; 1954.
-
-
-
-
2
-
-
0015096734
-
Stability and load capacity of members with no tensile strength
-
Yokel F.Y. Stability and load capacity of members with no tensile strength. J Struct Div ASCE 97 7 (1971) 1913-1976
-
(1971)
J Struct Div ASCE
, vol.97
, Issue.7
, pp. 1913-1976
-
-
Yokel, F.Y.1
-
4
-
-
0017491466
-
Effect of weight on stability of masonry walls
-
Tesfaye E., and Broome T.H. Effect of weight on stability of masonry walls. J Struct Div ASCE 103 5 (1977) 961-970
-
(1977)
J Struct Div ASCE
, vol.103
, Issue.5
, pp. 961-970
-
-
Tesfaye, E.1
Broome, T.H.2
-
5
-
-
0018924761
-
Buckling of masonry pier under its own weight
-
Frish-Fay R. Buckling of masonry pier under its own weight. Int J Solids Struct 16 5 (1980) 445-450
-
(1980)
Int J Solids Struct
, vol.16
, Issue.5
, pp. 445-450
-
-
Frish-Fay, R.1
-
6
-
-
0027607999
-
Stability of masonry piers under their own weight and eccentric load
-
LaMendola L., and Papia M. Stability of masonry piers under their own weight and eccentric load. J Struct Eng ASCE 119 6 (1993) 1678-1693
-
(1993)
J Struct Eng ASCE
, vol.119
, Issue.6
, pp. 1678-1693
-
-
LaMendola, L.1
Papia, M.2
-
7
-
-
0030836141
-
FEM and analytical solutions for buckling of nonlinear masonry members
-
Ganduscio S., and Romano F. FEM and analytical solutions for buckling of nonlinear masonry members. J Struct Eng ASCE 123 1 (1997) 104-111
-
(1997)
J Struct Eng ASCE
, vol.123
, Issue.1
, pp. 104-111
-
-
Ganduscio, S.1
Romano, F.2
-
8
-
-
0031257891
-
Influence of nonlinear constitutive law on masonry pier stability
-
La Mendola L. Influence of nonlinear constitutive law on masonry pier stability. J Struct Eng ASCE 123 1 (1997) 1303-1311
-
(1997)
J Struct Eng ASCE
, vol.123
, Issue.1
, pp. 1303-1311
-
-
La Mendola, L.1
-
9
-
-
13944264266
-
Analysis of the influence of tensile strength on the stability of eccentrically compressed slender unreinforced masonry walls under lateral loads
-
Lu M., Schultz A.E., and Stolarsky H.K. Analysis of the influence of tensile strength on the stability of eccentrically compressed slender unreinforced masonry walls under lateral loads. J Struct Eng ASCE 130 6 (2004) 921-933
-
(2004)
J Struct Eng ASCE
, vol.130
, Issue.6
, pp. 921-933
-
-
Lu, M.1
Schultz, A.E.2
Stolarsky, H.K.3
-
10
-
-
18144386858
-
Application of the arc-length method for the stability analysis of solid unreinforced masonry walls under lateral loads
-
Lu M., Schultz A.E., and Stolarsky H.K. Application of the arc-length method for the stability analysis of solid unreinforced masonry walls under lateral loads. Eng Struct 27 (2005) 909-919
-
(2005)
Eng Struct
, vol.27
, pp. 909-919
-
-
Lu, M.1
Schultz, A.E.2
Stolarsky, H.K.3
-
11
-
-
19044383344
-
Post-buckling analysis of slender elastic vertical rods subjected to terminal forces and self-weight
-
Vaz M.A., and Mascaro G.H.W. Post-buckling analysis of slender elastic vertical rods subjected to terminal forces and self-weight. Int J Non-Linear Mech 40 (2005) 1049-1056
-
(2005)
Int J Non-Linear Mech
, vol.40
, pp. 1049-1056
-
-
Vaz, M.A.1
Mascaro, G.H.W.2
-
12
-
-
0035401389
-
Post-buckling of uniform cantilever column under a combined load
-
Kyungwoo L. Post-buckling of uniform cantilever column under a combined load. Int J Non-Linear Mech 36 (2001) 813-816
-
(2001)
Int J Non-Linear Mech
, vol.36
, pp. 813-816
-
-
Kyungwoo, L.1
-
13
-
-
33344471794
-
Lateral stiffness of unreinforced masonry circular columns under cracked conditions
-
Gürel M.A., Kisa M., and Çili F. Lateral stiffness of unreinforced masonry circular columns under cracked conditions. Turkish J Eng Environ Sci 30 (2006) 57-68
-
(2006)
Turkish J Eng Environ Sci
, vol.30
, pp. 57-68
-
-
Gürel, M.A.1
Kisa, M.2
Çili, F.3
-
14
-
-
42749088634
-
-
Powell B, Hodgkinson HR. The determination of stress/strain relationship of brickwork. In: Proceedings of the 4th international brick masonry conference, Brugge; 1976. p. 26-8.
-
Powell B, Hodgkinson HR. The determination of stress/strain relationship of brickwork. In: Proceedings of the 4th international brick masonry conference, Brugge; 1976. p. 26-8.
-
-
-
-
15
-
-
0020746873
-
Stress-strain curves for unconfined and confined concrete masonry
-
Priestley M.J.N., and Elder D.M. Stress-strain curves for unconfined and confined concrete masonry. ACI J 80 3 (1983) 192-201
-
(1983)
ACI J
, vol.80
, Issue.3
, pp. 192-201
-
-
Priestley, M.J.N.1
Elder, D.M.2
-
16
-
-
0024685188
-
Behavior of brick masonry under cyclic compressive loading
-
Naraine K., and Sinha S. Behavior of brick masonry under cyclic compressive loading. J Struct Eng ASCE 115 6 (1989) 1432-1445
-
(1989)
J Struct Eng ASCE
, vol.115
, Issue.6
, pp. 1432-1445
-
-
Naraine, K.1
Sinha, S.2
-
17
-
-
42749091421
-
-
Pume D. Stress-strain relationships of masonry made from Czech clay units produced between 1955 and 1992. In: Pande GM, Middleton J, Kralj B, editors. Computer methods in structural masonry - 4. London: E&FN; 1998.
-
Pume D. Stress-strain relationships of masonry made from Czech clay units produced between 1955 and 1992. In: Pande GM, Middleton J, Kralj B, editors. Computer methods in structural masonry - 4. London: E&FN; 1998.
-
-
-
-
18
-
-
42749090484
-
-
ENV 1992-1-1: Eurocode 2: Design of concrete structures - Part 1: General rules and rules for building; January 2001.
-
ENV 1992-1-1: Eurocode 2: Design of concrete structures - Part 1: General rules and rules for building; January 2001.
-
-
-
-
19
-
-
42749089793
-
-
Kirtschig K, Feldhaus P, Gallenkemper B, Shöner W. Aufbereitung eines Traglastverfahrens für den Mauerwerksbau. Mitteilungen aus dem Institut für Baustoffkunde und materialprüfung der Technischen Universität Hannover, Helft 30, Hannover; 1975.
-
Kirtschig K, Feldhaus P, Gallenkemper B, Shöner W. Aufbereitung eines Traglastverfahrens für den Mauerwerksbau. Mitteilungen aus dem Institut für Baustoffkunde und materialprüfung der Technischen Universität Hannover, Helft 30, Hannover; 1975.
-
-
-
-
20
-
-
42749090994
-
-
Kirtschig K. Zur Tragfähigkeit von Mauerwerk bei mittiger Druckbeanspruchung. Mitteilungen aus dem Institut für Baustoffkunde und Materialprüfung der Technischen Universität Hannover, Helft 31, Hannover; 1975.
-
Kirtschig K. Zur Tragfähigkeit von Mauerwerk bei mittiger Druckbeanspruchung. Mitteilungen aus dem Institut für Baustoffkunde und Materialprüfung der Technischen Universität Hannover, Helft 31, Hannover; 1975.
-
-
-
-
21
-
-
34250322026
-
Zur Tragfahigkeit von Mauerwerk bei vertikaler Belastung - Traglastverfahren
-
Kirtschig K. Zur Tragfahigkeit von Mauerwerk bei vertikaler Belastung - Traglastverfahren. Mauerwerk-Kalender 1 (1976) 287-321
-
(1976)
Mauerwerk-Kalender
, vol.1
, pp. 287-321
-
-
Kirtschig, K.1
-
22
-
-
42749088858
-
Traglastnachweis für Mauerwerk nach Theorie II.Ordnung mit Hilfe einer nichtlinearen Momenten-Krümmungs-Bezieung
-
Bastgen K.J. Traglastnachweis für Mauerwerk nach Theorie II.Ordnung mit Hilfe einer nichtlinearen Momenten-Krümmungs-Bezieung. Bautechnik 55 (1978) 340-344
-
(1978)
Bautechnik
, vol.55
, pp. 340-344
-
-
Bastgen, K.J.1
-
23
-
-
42749087561
-
-
Sawko F. Numerical solution of eccentrically loaded struts in no-tension material. In: Proceedings of the 2nd international conference on Num. Meth. in Fracture Mech., Swansea; 1981. p. 1-20.
-
Sawko F. Numerical solution of eccentrically loaded struts in no-tension material. In: Proceedings of the 2nd international conference on Num. Meth. in Fracture Mech., Swansea; 1981. p. 1-20.
-
-
-
-
24
-
-
42749087027
-
-
Sawko F. Numerical analysis of walls under compressive loading. In: West HWH, editor. Proceedings of the British ceramic society, Load bearing brickwork, vol. 7; 1982. p. 213-22.
-
Sawko F. Numerical analysis of walls under compressive loading. In: West HWH, editor. Proceedings of the British ceramic society, Load bearing brickwork, vol. 7; 1982. p. 213-22.
-
-
-
-
25
-
-
42749089944
-
-
Sawko F, Towler K. Numerical analysis of walls and piers with different end conditions. In: Proceedings of the 6th international brick masonry conference, Rome; 1982. p. 412-21.
-
Sawko F, Towler K. Numerical analysis of walls and piers with different end conditions. In: Proceedings of the 6th international brick masonry conference, Rome; 1982. p. 412-21.
-
-
-
-
26
-
-
42749088859
-
-
Jäger W, Vassilev T, Baier G, Pflücke T, Morlack F. Knicksicherheit von Mauerwerk nach EC 6 - Untersuchungen zur Knicksicherheit von Mauerwerksbauteilen mit Berücksichtigung großer Exzentrizitäten und nichtlinearer Spannungs-Dehnungs-Beziehungen nach ENV 1996-1-1. Forschungsbericht Technische Universität Dresden, Fakultät Architektur, Lehrstuhl Tragwerksplanung. Stuttgard: IRB Verlag; 2002.
-
Jäger W, Vassilev T, Baier G, Pflücke T, Morlack F. Knicksicherheit von Mauerwerk nach EC 6 - Untersuchungen zur Knicksicherheit von Mauerwerksbauteilen mit Berücksichtigung großer Exzentrizitäten und nichtlinearer Spannungs-Dehnungs-Beziehungen nach ENV 1996-1-1. Forschungsbericht Technische Universität Dresden, Fakultät Architektur, Lehrstuhl Tragwerksplanung. Stuttgard: IRB Verlag; 2002.
-
-
-
-
28
-
-
0021387055
-
On the stiffness properties of masonry. Technical note 397
-
Sawko F., and Rouf M.A. On the stiffness properties of masonry. Technical note 397. Proc Inst Civ Eng 77 2 (1984) 1-12
-
(1984)
Proc Inst Civ Eng
, vol.77
, Issue.2
, pp. 1-12
-
-
Sawko, F.1
Rouf, M.A.2
-
29
-
-
42749085406
-
-
Vassilev T, Jager W, Pflucke T. Nonlinear transfer matrix model for the assessment of masonry buckling behaviour. In: Proceedings of the 6th international masonry conference, London; 2002. p. 512-7.
-
Vassilev T, Jager W, Pflucke T. Nonlinear transfer matrix model for the assessment of masonry buckling behaviour. In: Proceedings of the 6th international masonry conference, London; 2002. p. 512-7.
-
-
-
-
30
-
-
33747266884
-
-
Mura I. Secant Stiffness for no-tension masonry walls having a non-linear constitutive law. In: Brebbia CA, Torpiano A, editors. Structural studies, repairs and maintenance of heritage architecture, vol. IX. Southampton (UK): WITT Press; 2005.
-
Mura I. Secant Stiffness for no-tension masonry walls having a non-linear constitutive law. In: Brebbia CA, Torpiano A, editors. Structural studies, repairs and maintenance of heritage architecture, vol. IX. Southampton (UK): WITT Press; 2005.
-
-
-
-
31
-
-
80053409060
-
-
Mura I. Stability of no-tension masonry walls having a non-linear constitutive law. In: Topping BHV, editor. Proceedings of the tenth international conference on civil, structural and environmental engineering computing. Stirling (UK): Civil-Comp Press; 2005. Paper 192.
-
Mura I. Stability of no-tension masonry walls having a non-linear constitutive law. In: Topping BHV, editor. Proceedings of the tenth international conference on civil, structural and environmental engineering computing. Stirling (UK): Civil-Comp Press; 2005. Paper 192.
-
-
-
-
32
-
-
2242480321
-
Quasi-analytical method for the analysis of a masonry column with a non-linear stress-strain law
-
Frish-Fay R. Quasi-analytical method for the analysis of a masonry column with a non-linear stress-strain law. Int J Masonry Constr 2 (1981) 41-46
-
(1981)
Int J Masonry Constr
, vol.2
, pp. 41-46
-
-
Frish-Fay, R.1
-
33
-
-
43949152886
-
Global optimization of statistical functions with simulated annealing
-
Goffe B., Ferrier, and Rogers. Global optimization of statistical functions with simulated annealing. J Econom 60 1/2 (1994) 65-100
-
(1994)
J Econom
, vol.60
, Issue.1-2
, pp. 65-100
-
-
Goffe, B.1
Ferrier2
Rogers3
-
34
-
-
42749084415
-
-
®7. 24 Prime Park (Natik, MA); 2007.
-
®7. 24 Prime Park (Natik, MA); 2007.
-
-
-
-
35
-
-
42749088259
-
-
Shampine LF, Kierzenka J, Reiechelt MW. Solving boundary value problems for ordinary differential equations in Matlab with bvp4c. 3 Apple Hill Drive (Natik, MA): The Mathworks, Inc.; 2000. p. 1-27.
-
Shampine LF, Kierzenka J, Reiechelt MW. Solving boundary value problems for ordinary differential equations in Matlab with bvp4c. 3 Apple Hill Drive (Natik, MA): The Mathworks, Inc.; 2000. p. 1-27.
-
-
-
|