-
1
-
-
0001214404
-
High strength bolted moment connections
-
R. T. Douty and W. McGuire, High strength bolted moment connections. J. struct. Div. ASCE 91, 101-128 (1965).
-
(1965)
J. Struct. Div. ASCE
, vol.91
, pp. 101-128
-
-
Douty, R.T.1
McGuire, W.2
-
2
-
-
0016884076
-
High strength bolted connections subject to prying
-
H. Agerskov, High strength bolted connections subject to prying. J. struct. Div. ASCE 103, 161-175 (1976).
-
(1976)
J. Struct. Div. ASCE
, vol.103
, pp. 161-175
-
-
Agerskov, H.1
-
3
-
-
0016027409
-
High strength bolts subjected to tension and prying
-
R. S. Nair, P. C. Birkemoe and W. H. Munse, High strength bolts subjected to tension and prying. J. struct. Div. ASCE 100, 351-372 (1974).
-
(1974)
J. Struct. Div. ASCE
, vol.100
, pp. 351-372
-
-
Nair, R.S.1
Birkemoe, P.C.2
Munse, W.H.3
-
4
-
-
0015630369
-
Analysis of T-stub flange to column connections
-
B. Kato and W. McGuire, Analysis of T-stub flange to column connections. J. struct. Div. ASCE 99, 865-888 (1973)
-
(1973)
J. Struct. Div. ASCE
, vol.99
, pp. 865-888
-
-
Kato, B.1
McGuire, W.2
-
5
-
-
0001764524
-
The split-tee analogy in bolted splices and beam-column connections. Joints in structural steelwork
-
Middlesbrough, U.K. 7-10 July, Pentach Press, London
-
N. A. Kennedy, S. Vinnakota and A. N. Sherbourne, The split-tee analogy in bolted splices and beam-column connections. Joints in structural steelwork. In: Proc. Int. Conf. on Joints in Steelwork, Middlesbrough, U.K. 7-10 July, pp. 2.138-2.157. Pentach Press, London (1981).
-
(1981)
Proc. Int. Conf. on Joints in Steelwork
, pp. 2138-2157
-
-
Kennedy, N.A.1
Vinnakota, S.2
Sherbourne, A.N.3
-
6
-
-
0017983657
-
Fresh look at bolted end-plate behaviour and design
-
N. Krishnamurthy, Fresh look at bolted end-plate behaviour and design. Engng J. AISC 15, 39-49 (1978).
-
(1978)
Engng J. AISC
, vol.15
, pp. 39-49
-
-
Krishnamurthy, N.1
-
7
-
-
85030055166
-
-
Report no. CE-MBMA-97/7609-1, Department of Civil Engineering, Alabama University, Birmingham, Alabama, February
-
N. Krishnamurthy and V. R. Krishna, Behaviour of splice end-plate connections with multiple blot rows. Report no. CE-MBMA-97/7609-1, Department of Civil Engineering, Alabama University, Birmingham, Alabama, February (1981).
-
(1981)
Behaviour of Splice End-Plate Connections with Multiple Blot Rows
-
-
Krishnamurthy, N.1
Krishna, V.R.2
-
9
-
-
0023843897
-
Design of eight-bolted stiffened moment end-plate
-
T. M. Murray and A. R. Kukreti, Design of eight-bolted stiffened moment end-plate. Engng J. AISC 25, 45-52 (1988).
-
(1988)
Engng J. AISC
, vol.25
, pp. 45-52
-
-
Murray, T.M.1
Kukreti, A.R.2
-
12
-
-
0005257306
-
Semi-rigid bolted beam-to-beam column connections with stiffened column flanges and flush-end plates. Joints in structural steelwork
-
Middlesbrough, U.K. 7-10 July, Pentach Press, London
-
P. Zoetimeijer, Semi-rigid bolted beam-to-beam column connections with stiffened column flanges and flush-end plates. Joints in structural steelwork. In: Proc. Int. Conf. on Joints in Steelwork, Middlesbrough, U.K. 7-10 July, pp. 2.99-2.118. Pentach Press, London (1981).
-
(1981)
Proc. Int. Conf. on Joints in Steelwork
, pp. 299-2118
-
-
Zoetimeijer, P.1
-
13
-
-
0042007440
-
The effect of plate thickness on flush end-plate connections. Joints in structural steelwork
-
Middlesbrough, U.K. Pentach Press, London
-
J. Phillips and J. A. Packer, The effect of plate thickness on flush end-plate connections. Joints in structural steelwork. In: Proc. Int. Conf. on Joints in Steelwork, Middlesbrough, U.K. pp. 6.77-6.92. Pentach Press, London (1981).
-
(1981)
Proc. Int. Conf. on Joints in Steelwork
, pp. 677-692
-
-
Phillips, J.1
Packer, J.A.2
-
14
-
-
0041506426
-
-
Ph.D. dissertation, School of Civil Engineering and Environmental Science, University of Oklahoma, Norman, Oklahoma
-
M. Mazroi, Moment-rotation behavior of beam-to-column end-plate connections in multi-story frames. Ph.D. dissertation, School of Civil Engineering and Environmental Science, University of Oklahoma, Norman, Oklahoma (1990).
-
(1990)
Moment-Rotation Behavior of Beam-to-Column End-Plate Connections in Multi-Story Frames
-
-
Mazroi, M.1
-
16
-
-
0041506424
-
Finite element analysis of stiffened end-plate moment connections considering inelastic material behavior
-
Auburn University
-
A. R. Kukreti, T. M. Murray and M. Ghassemieh, Finite element analysis of stiffened end-plate moment connections considering inelastic material behavior. In: Proc. SECTAM XII, The Southern Conference on Theoretical and Applied Mechanics, Vol. 1, pp. 521-526, Auburn University, (1984).
-
(1984)
Proc. SECTAM XII, The Southern Conference on Theoretical and Applied Mechanics
, vol.1
, pp. 521-526
-
-
Kukreti, A.R.1
Murray, T.M.2
Ghassemieh, M.3
-
17
-
-
0024900138
-
Finite element modelling of large capacity stiffened tee-hanger connections
-
A. R. Kukreti, T. M. Murray and M. Ghassemieh, Finite element modelling of large capacity stiffened tee-hanger connections. Int. J. Comput. Struct. 32, 409-422 (1989).
-
(1989)
Int. J. Comput. Struct.
, vol.32
, pp. 409-422
-
-
Kukreti, A.R.1
Murray, T.M.2
Ghassemieh, M.3
-
18
-
-
0025517163
-
Cyclic behavior of end-plate moment connections
-
K. C. Tsai and E. P. Popov, Cyclic behavior of end-plate moment connections. J. struct. Div. ASCE 116, 2917-2930 (1990).
-
(1990)
J. Struct. Div. ASCE
, vol.116
, pp. 2917-2930
-
-
Tsai, K.C.1
Popov, E.P.2
-
19
-
-
0026869293
-
Cyclic behavior of extended end-plate joints
-
A. Ghobarah, R. M. Korol and A. Osman, Cyclic behavior of extended end-plate joints. J. struct. Div. ASCE 118, 1333-1353 (1992).
-
(1992)
J. Struct. Div. ASCE
, vol.118
, pp. 1333-1353
-
-
Ghobarah, A.1
Korol, R.M.2
Osman, A.3
-
20
-
-
49949145407
-
On the description of anisotropic work hardening
-
Z. Mroz, On the Description of Anisotropic Work Hardening. J. Mech. Phys. Solids 15, 163-175 (1967).
-
(1967)
J. Mech. Phys. Solids
, vol.15
, pp. 163-175
-
-
Mroz, Z.1
-
21
-
-
0000836355
-
An attempt to describe the behavior of metals under cyclic loads using a more general work hardening model
-
Z. Mroz, An attempt to describe the behavior of metals under cyclic loads using a more general work hardening model. Acta Mech. 7, 199-212 (1969).
-
(1969)
Acta Mech.
, vol.7
, pp. 199-212
-
-
Mroz, Z.1
-
22
-
-
0017453986
-
Finite element analysis of cyclic plasticity
-
I. Kalev and J. Gluck, Finite element analysis of cyclic plasticity. J. Eng. Mech. Div. ASCE 103, 189-201 (1977).
-
(1977)
J. Eng. Mech. Div. ASCE
, vol.103
, pp. 189-201
-
-
Kalev, I.1
Gluck, J.2
-
23
-
-
0041506428
-
-
Report no. 71-C-191, General Electric Company, Schenectady, New York
-
S. Levy, 3-D isoparametric finite element program. Report no. 71-C-191, General Electric Company, Schenectady, New York (1971).
-
(1971)
3-D Isoparametric Finite Element Program
-
-
Levy, S.1
-
24
-
-
0026845127
-
Procedure to predict ultimate fracture failure history for plane stress plasticity problems
-
M. Ghassemieh, M. S. Ali and A. R. Kukreti, Procedure to predict ultimate fracture failure history for plane stress plasticity problems. Int. J. Engng Fract. Mech. 41, 919-933 (1992).
-
(1992)
Int. J. Engng Fract. Mech.
, vol.41
, pp. 919-933
-
-
Ghassemieh, M.1
Ali, M.S.2
Kukreti, A.R.3
-
25
-
-
85030053519
-
-
Pers. Commun., Fears Structural Engineering Laboratory, University of Oklahoma, Norman, Oklahoma
-
B. J. Wallace and A. R. Kukreti, Pilot experimental tests to study cyclic behavior of eight-bolt stiffened end-plate connection. Pers. Commun., Fears Structural Engineering Laboratory, University of Oklahoma, Norman, Oklahoma (1992).
-
(1992)
Pilot Experimental Tests to Study Cyclic Behavior of Eight-Bolt Stiffened End-Plate Connection
-
-
Wallace, B.J.1
Kukreti, A.R.2
|