-
1
-
-
0001360539
-
The behaviour of inverted pendulum structure during earthquake
-
Housner GW. The behaviour of inverted pendulum structure during earthquake. Bulletin of the Seismological Society of America 1963; 53(2):403-417.
-
(1963)
Bulletin of the Seismological Society of America
, vol.53
, Issue.2
, pp. 403-417
-
-
Housner, G.W.1
-
2
-
-
0026154709
-
Performance of precast concrete beam to column connections subject to cyclic loading
-
Cheok GS, Lew HS. Performance of precast concrete beam to column connections subject to cyclic loading. PCI Journal 1991; 36(3):56-67.
-
(1991)
PCI Journal
, vol.36
, Issue.3
, pp. 56-67
-
-
Cheok, G.S.1
Lew, H.S.2
-
3
-
-
0002020260
-
Model precast concrete beam-to-column connections subject to cyclic loading
-
Cheok GS, Lew HS. Model precast concrete beam-to-column connections subject to cyclic loading. PCI Journal 1993; 38(4):80-92.
-
(1993)
PCI Journal
, vol.38
, Issue.4
, pp. 80-92
-
-
Cheok, G.S.1
Lew, H.S.2
-
4
-
-
0002922616
-
Seismic response of precast prestressed concrete frames with partially debonded tendons
-
Priestley MJN, Tao JRT. Seismic response of precast prestressed concrete frames with partially debonded tendons. PCI Journal 1993; 38(1):58-69.
-
(1993)
PCI Journal
, vol.38
, Issue.1
, pp. 58-69
-
-
Priestley, M.J.N.1
Tao, J.R.T.2
-
5
-
-
0000514076
-
Performance of hybrid moment-resisting precast beam-column concrete connection subjected to cyclic loading
-
Stone WC, Cheok GS, Stanton JF. Performance of hybrid moment-resisting precast beam-column concrete connection subjected to cyclic loading. ACI Journal 1995; 92(2):229-249.
-
(1995)
ACI Journal
, vol.92
, Issue.2
, pp. 229-249
-
-
Stone, W.C.1
Cheok, G.S.2
Stanton, J.F.3
-
6
-
-
0033308402
-
Preliminary results and conclusions from the PRESSS five-storey precast concrete test building
-
Priestley MJN, Sritharan S, Conley JR, Pampanin S. Preliminary results and conclusions from the PRESSS five-storey precast concrete test building. PCI Journal 1999; 44(6):43-67.
-
(1999)
PCI Journal
, vol.44
, Issue.6
, pp. 43-67
-
-
Priestley, M.J.N.1
Sritharan, S.2
Conley, J.R.3
Pampanin, S.4
-
7
-
-
0010546472
-
Seismic resistance of bridge piers based on damage avoidance design
-
Technical Report NCEER-97-0014, National Centre of Earthquake Engineering Research, Department of Civil, Structural and Environmental Engineering, State University of New York at Buffalo, New York, U.S.A
-
Mander JB, Cheng CT. Seismic resistance of bridge piers based on damage avoidance design. Technical Report NCEER-97-0014, National Centre of Earthquake Engineering Research, Department of Civil, Structural and Environmental Engineering, State University of New York at Buffalo, New York, U.S.A., 1997.
-
(1997)
-
-
Mander, J.B.1
Cheng, C.T.2
-
8
-
-
84857215743
-
Performance of a damage-protected highway bridge pier subjected to bi-directional earthquake attack
-
Christchurch, New Zealand
-
Solberg K, Mashiko N, Dhakal RP, Mander JB. Performance of a damage-protected highway bridge pier subjected to bi-directional earthquake attack. Proceedings of the 19th Australasian Conference on the Mechanics of Structures and Materials (ACMSM19), Christchurch, New Zealand, 2006; 437-442.
-
(2006)
Proceedings of the 19th Australasian Conference on the Mechanics of Structures and Materials (ACMSM19)
, pp. 437-442
-
-
Solberg, K.1
Mashiko, N.2
Dhakal, R.P.3
Mander, J.B.4
-
11
-
-
38349138314
-
-
ME Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, Available from
-
Li L. Further experiments on damage avoidance design of beam-to-column joints. ME Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2006. (Available from: http:// Iibrary.canterbury.ac.nz/etd/adt-NZCU20060828.153252.)
-
(2006)
Further experiments on damage avoidance design of beam-to-column joints
-
-
Li, L.1
-
12
-
-
38349099016
-
-
ME Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
-
Arnold DM. Development and experimental testing of a seismic damage-avoidance designed beam to column connection utilising draped unbonded post-tensioning. ME Thesis, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2004.
-
(2004)
Development and experimental testing of a seismic damage-avoidance designed beam to column connection utilising draped unbonded post-tensioning
-
-
Arnold, D.M.1
-
17
-
-
85009334334
-
-
SAC Steel Project. Earthquake Ground Motions for the Analysis of Steel Structures. SAC Steel Project. Los Angeles Earthquake Ground Motions with 10% Probability of Exceedance in 50 years. (Available from: http://nisee.berkeley.edu/data/strong_motion/sacsteel/motions/ la10in50yr.html.)
-
SAC Steel Project. Earthquake Ground Motions for the Analysis of Steel Structures. SAC Steel Project. Los Angeles Earthquake Ground Motions with 10% Probability of Exceedance in 50 years. (Available from: http://nisee.berkeley.edu/data/strong_motion/sacsteel/motions/ la10in50yr.html.)
-
-
-
-
18
-
-
85009306611
-
-
SAC Steel Project. Earthquake Ground Motions for the Analysis of Steel Structures. SAC Steel Project. Los Angeles Earthquake Ground Motions with 2% Probability of Exceedance in 50 years. (Available from: http://nisee.berkeley.edu/data/strong_motion/sacsteel/motions /la2in50yr.html.)
-
SAC Steel Project. Earthquake Ground Motions for the Analysis of Steel Structures. SAC Steel Project. Los Angeles Earthquake Ground Motions with 2% Probability of Exceedance in 50 years. (Available from: http://nisee.berkeley.edu/data/strong_motion/sacsteel/motions /la2in50yr.html.)
-
-
-
-
19
-
-
85009341678
-
-
Carr AJ. Ruaumoko3D: inelastic dynamic computer program. Computer Program Library, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2004.
-
Carr AJ. Ruaumoko3D: inelastic dynamic computer program. Computer Program Library, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2004.
-
-
-
-
20
-
-
0035595281
-
Analytical modelling of the seismic behaviour of precast concrete frames designed with ductile connections
-
Pampanin S, Priestley NJ, Sritharan S. Analytical modelling of the seismic behaviour of precast concrete frames designed with ductile connections. Journal of Earthquake Engineering 2001; 5(3):329-367.
-
(2001)
Journal of Earthquake Engineering
, vol.5
, Issue.3
, pp. 329-367
-
-
Pampanin, S.1
Priestley, N.J.2
Sritharan, S.3
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