-
2
-
-
85009281330
-
The behavior of inverted pendulum structures during earthquakes
-
Housner GW. The behavior of inverted pendulum structures during earthquakes. 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
-
3
-
-
85011329370
-
Rocking of rigid blocks due to harmonic shaking
-
DOI: 10.1061/(ASCE)0733-9399(1984)110:11(1627).
-
Spanos PD, Koh A. Rocking of rigid blocks due to harmonic shaking. Journal of Engineering Mechanics (ASCE) 1984; 110(11):1627-1642. DOI: 10.1061/(ASCE)0733-9399(1984)110:11(1627).
-
(1984)
Journal of Engineering Mechanics (ASCE)
, vol.110
, Issue.11
, pp. 1627-1642
-
-
Spanos, P.D.1
Koh, A.2
-
4
-
-
0001369548
-
On the dynamics of rigid-block motion under harmonic forcing
-
DOI: 10.1098/rspa.1989.0114.
-
Hogan SJ. On the dynamics of rigid-block motion under harmonic forcing. Proceedings of the Royal Society A 1989; 425:441-476. DOI: 10.1098/rspa.1989.0114.
-
(1989)
Proceedings of the Royal Society A
, vol.425
, pp. 441-476
-
-
Hogan, S.J.1
-
5
-
-
0025507204
-
The many steady state responses of a rigid block under harmonic forcing
-
DOI: 10.1002/eqe.4290190709.
-
Hogan SJ. The many steady state responses of a rigid block under harmonic forcing. Earthquake Engineering and Structural Dynamics 1990; 19:1057-1071. DOI: 10.1002/eqe.4290190709.
-
(1990)
Earthquake Engineering and Structural Dynamics
, vol.19
, pp. 1057-1071
-
-
Hogan, S.J.1
-
6
-
-
27144523669
-
A dynamical systems approach to the overturning of rocking blocks
-
DOI: 10.1016/j.chaos.2005.07.007.
-
Lenci S, Rega G. A dynamical systems approach to the overturning of rocking blocks. Chaos, Solitons & Fractals 2006; 28:527-542. DOI: 10.1016/j.chaos.2005.07.007.
-
(2006)
Chaos, Solitons & Fractals
, vol.28
, pp. 527-542
-
-
Lenci, S.1
Rega, G.2
-
7
-
-
0001016117
-
Modelling the dynamics of large block structures
-
DOI: 10.1007/BF00430045.
-
Augusti G. Sinopoli A. Modelling the dynamics of large block structures. Meccanica 1992; 27(3):195-211. DOI: 10.1007/BF00430045.
-
(1992)
Meccanica
, vol.27
, Issue.3
, pp. 195-211
-
-
Augusti, G.1
Sinopoli, A.2
-
8
-
-
0027334453
-
Free rocking of prismatic blocks
-
DOI: 10.1061/(ASCE)0733-9399(1993)119:7(1387).
-
Lipscombe PR, Pellegrino S. Free rocking of prismatic blocks. Journal of Engineering Mechanics (ASCE) 1993; 119(7):1387-1410. DOI: 10.1061/(ASCE)0733-9399(1993)119:7(1387).
-
(1993)
Journal of Engineering Mechanics (ASCE)
, vol.119
, Issue.7
, pp. 1387-1410
-
-
Lipscombe, P.R.1
Pellegrino, S.2
-
9
-
-
0022809464
-
On the dynamic response of rigid body assemblies
-
DOI: 10.1002/eqe.4290140604.
-
Allen R, Oppenheim I, Parker A, Bielak J. On the dynamic response of rigid body assemblies. Earthquake Engineering and Structural Dynamics 1986; 14(6):861-876. DOI: 10.1002/eqe.4290140604.
-
(1986)
Earthquake Engineering and Structural Dynamics
, vol.14
, Issue.6
, pp. 861-876
-
-
Allen, R.1
Oppenheim, I.2
Parker, A.3
Bielak, J.4
-
10
-
-
23944509874
-
Coupled motion in the dynamic analysis of a three block structure
-
DOI: 10.1115/1.3122636.
-
Sinopoli A, Sepe V. Coupled motion in the dynamic analysis of a three block structure. Applied Mechanics Reviews 1993; 46(11S):S185-S197. DOI: 10.1115/1.3122636.
-
(1993)
Applied Mechanics Reviews
, vol.46
, Issue.11 S
-
-
Sinopoli, A.1
Sepe, V.2
-
11
-
-
0033372756
-
Dynamics of three-block assemblies with unilateral deformable contacts. Part 2: actual application
-
Andreaus U, Casini P. Dynamics of three-block assemblies with unilateral deformable contacts. Part 2: actual application. Earthquake Engineering and Structural Dynamics 1999; 28(12):1637-1649.
-
(1999)
Earthquake Engineering and Structural Dynamics
, vol.28
, Issue.12
, pp. 1637-1649
-
-
Andreaus, U.1
Casini, P.2
-
14
-
-
84868127333
-
Amplification of rocking due to horizontal ground motion
-
DOI: 10.1193/1.4000085.
-
DeJong MJ. Amplification of rocking due to horizontal ground motion. Earthquake Spectra 2012; 28(4):1405-1421. DOI: 10.1193/1.4000085.
-
(2012)
Earthquake Spectra
, vol.28
, Issue.4
, pp. 1405-1421
-
-
DeJong, M.J.1
-
15
-
-
0035338143
-
Rocking response of free-standing blocks under cycloidal pulses
-
DOI: 10.1061/(ASCE)0733-9399(2001)127:5(473).
-
Zhang J, Makris N. Rocking response of free-standing blocks under cycloidal pulses. Journal of Engineering Mechanics (ASCE) 2001; 127(5):473-483. DOI: 10.1061/(ASCE)0733-9399(2001)127:5(473).
-
(2001)
Journal of Engineering Mechanics (ASCE)
, vol.127
, Issue.5
, pp. 473-483
-
-
Zhang, J.1
Makris, N.2
-
16
-
-
84864578728
-
Revisiting the rocking block: closed-form solutions and similarity laws
-
DOI: 10.1098/rspa.2012.0026.
-
Dimitrakopoulos EG, DeJong MJ. Revisiting the rocking block: closed-form solutions and similarity laws. Proceedings of the Royal Society A 2012; 468(2144):2294-2318. DOI: 10.1098/rspa.2012.0026.
-
(2012)
Proceedings of the Royal Society A
, vol.468
, Issue.2144
, pp. 2294-2318
-
-
Dimitrakopoulos, E.G.1
DeJong, M.J.2
-
18
-
-
0016047475
-
The seismic response of a reinforced concrete bridge pier designed to step
-
DOI: 10.1002/eqe.4290020405.
-
Beck JL, Skinner RI. The seismic response of a reinforced concrete bridge pier designed to step. Earthquake Engineering and Structural Dynamics 1974; 2(4):343-358. DOI: 10.1002/eqe.4290020405.
-
(1974)
Earthquake Engineering and Structural Dynamics
, vol.2
, Issue.4
, pp. 343-358
-
-
Beck, J.L.1
Skinner, R.I.2
-
20
-
-
84896372803
-
Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses
-
DOI: 10.1002/stco.201110023.
-
Deierlein G, Krawinkler H, Ma X, Eatherton M, Hajjar J, Takeuchi T, Kasai K, Midorikawa M. Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses. Steel Construction 2011; 4(3):171-175. DOI: 10.1002/stco.201110023.
-
(2011)
Steel Construction
, vol.4
, Issue.3
, pp. 171-175
-
-
Deierlein, G.1
Krawinkler, H.2
Ma, X.3
Eatherton, M.4
Hajjar, J.5
Takeuchi, T.6
Kasai, K.7
Midorikawa, M.8
-
21
-
-
84903819087
-
-
Seismic performance of reinforced concrete bridges allowed to uplift during multi-directional excitation. Ph.D. Dissertation; University of California, Berkeley
-
Espinoza AO. Seismic performance of reinforced concrete bridges allowed to uplift during multi-directional excitation. Ph.D. Dissertation; University of California, Berkeley, 2011.
-
(2011)
-
-
Espinoza, A.O.1
-
22
-
-
84903818484
-
-
th World Conference on Earthquake Engineering. Lisbon, Portugal
-
th World Conference on Earthquake Engineering. Lisbon, Portugal, 2012.
-
(2012)
-
-
Pampanin, S.1
-
23
-
-
84879367911
-
Overturning of retrofitted rocking structures under pulse-type excitations
-
DOI: 10.1061/(ASCE)EM.1943-7889.0000410.
-
Dimitrakopoulos EG, DeJong MJ. Overturning of retrofitted rocking structures under pulse-type excitations. Journal of Engineering Mechanics (ASCE) 2012; 138(8):963-972. DOI: 10.1061/(ASCE)EM.1943-7889.0000410.
-
(2012)
Journal of Engineering Mechanics (ASCE)
, vol.138
, Issue.8
, pp. 963-972
-
-
Dimitrakopoulos, E.G.1
DeJong, M.J.2
-
24
-
-
84903815166
-
-
ASCE/SEI Standard 43-05. Seismic design criteria for structures, systems, and components in nuclear facilities, American Society of Civil Engineers and Structural Engineering Institute
-
ASCE/SEI Standard 43-05. Seismic design criteria for structures, systems, and components in nuclear facilities, American Society of Civil Engineers and Structural Engineering Institute, 2005.
-
(2005)
-
-
-
25
-
-
0037318949
-
The rocking spectrum and the limitation of practical design methodologies
-
DOI: 10.1002/eqe.223
-
Makris N, Konstantinidis D. The rocking spectrum and the limitation of practical design methodologies. Earthquake Engineering and Structural Dynamics 2003; 32(2):265-289. DOI: 10.1002/eqe.223
-
(2003)
Earthquake Engineering and Structural Dynamics
, vol.32
, Issue.2
, pp. 265-289
-
-
Makris, N.1
Konstantinidis, D.2
-
28
-
-
43749118417
-
Linearization and first-order expansion in non-linear dynamics: a case study
-
DOI: 10.1002/eqe.799.
-
Palmeri A, Makris N. Linearization and first-order expansion in non-linear dynamics: a case study. Earthquake Engineering and Structural Dynamics 2008; 37(7):1065-108. DOI: 10.1002/eqe.799.
-
(2008)
Earthquake Engineering and Structural Dynamics
, vol.37
, Issue.7
, pp. 1065-1108
-
-
Palmeri, A.1
Makris, N.2
-
29
-
-
0029342757
-
Effects of linearizing on rocking-block toppling
-
DOI: 10.1061/(ASCE)0733-9445(1995)121:7(1146).
-
Allen RH, Duan X. Effects of linearizing on rocking-block toppling. Journal of Structural Engineering, ASCE 1995; 121:1146-1149. DOI: 10.1061/(ASCE)0733-9445(1995)121:7(1146).
-
(1995)
Journal of Structural Engineering, ASCE
, vol.121
, pp. 1146-1149
-
-
Allen, R.H.1
Duan, X.2
-
30
-
-
84860747664
-
Seismic response of stone masonry spires: analytical modeling
-
DOI: 10.1016/j.engstruct.2012.03.010.
-
DeJong MJ. Seismic response of stone masonry spires: analytical modeling. Engineering Structures 2012; 40:556-565. DOI: 10.1016/j.engstruct.2012.03.010.
-
(2012)
Engineering Structures
, vol.40
, pp. 556-565
-
-
DeJong, M.J.1
-
31
-
-
84860763075
-
Seismic response of stone masonry spires: computational and experimental modeling
-
DOI: 10.1016/j.engstruct.2012.03.001.
-
DeJong MJ, Vibert C. Seismic response of stone masonry spires: computational and experimental modeling. Engineering Structures 2012; 40(4):566-574. DOI: 10.1016/j.engstruct.2012.03.001.
-
(2012)
Engineering Structures
, vol.40
, Issue.4
, pp. 566-574
-
-
DeJong, M.J.1
Vibert, C.2
-
32
-
-
84873732752
-
Planar rocking response and stability analysis of an array of free-standing columns capped with a freely supported rigid beam
-
DOI: 10.1002/eqe.2222.
-
Makris N, Vassiliou MF. Planar rocking response and stability analysis of an array of free-standing columns capped with a freely supported rigid beam. Earthquake Engineering and Structural Dynamics 2013; 42(3):431-449. DOI: 10.1002/eqe.2222.
-
(2013)
Earthquake Engineering and Structural Dynamics
, vol.42
, Issue.3
, pp. 431-449
-
-
Makris, N.1
Vassiliou, M.F.2
-
34
-
-
0036532227
-
Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls
-
DOI: 10.1002/eqe.126.
-
Doherty K, Griffith MC, Lam N, Wilson J. Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls. Earthquake Engineering and Structural Dynamics 2002; 31(4):833-850. DOI: 10.1002/eqe.126.
-
(2002)
Earthquake Engineering and Structural Dynamics
, vol.31
, Issue.4
, pp. 833-850
-
-
Doherty, K.1
Griffith, M.C.2
Lam, N.3
Wilson, J.4
-
35
-
-
84891833861
-
Capacity of unreinforced rammed earth walls subject to lateral wind force: elastic analysis versus ultimate strength analysis
-
DOI: 10.1617/s11527-012-9998-8.
-
Ciancio D, Augarde C. Capacity of unreinforced rammed earth walls subject to lateral wind force: elastic analysis versus ultimate strength analysis. Materials and Structures 2013; 46(9):1569-1585. DOI: 10.1617/s11527-012-9998-8.
-
(2013)
Materials and Structures
, vol.46
, Issue.9
, pp. 1569-1585
-
-
Ciancio, D.1
Augarde, C.2
-
37
-
-
0029729074
-
Fractal behavior of an asymmetric rigid block overturning due to harmonic motion of a tilted foundation
-
DOI: 10.1016/0960-0779(95)00059-3.
-
Plaut RH, Fielder WT, Virgin LN. Fractal behavior of an asymmetric rigid block overturning due to harmonic motion of a tilted foundation. Chaos, Solitons & Fractals 1996; 7(2):177-196. DOI: 10.1016/0960-0779(95)00059-3.
-
(1996)
Chaos, Solitons & Fractals
, vol.7
, Issue.2
, pp. 177-196
-
-
Plaut, R.H.1
Fielder, W.T.2
Virgin, L.N.3
-
38
-
-
0033321501
-
Seismic response of unanchored bodies
-
DOI: 10.1193/1.1586056.
-
Shao Y, Tung CC. Seismic response of unanchored bodies. Earthquake Spectra 1999; 15(3):523-536. DOI: 10.1193/1.1586056.
-
(1999)
Earthquake Spectra
, vol.15
, Issue.3
, pp. 523-536
-
-
Shao, Y.1
Tung, C.C.2
-
39
-
-
68149137680
-
Investigations into the benefits of base isolation for non-symmetric rigid blocks
-
DOI: 10.1002/eqe.870.
-
Di Egidio A, Contento A. Investigations into the benefits of base isolation for non-symmetric rigid blocks. Earthquake Engineering and Structural Dynamics 2009; 38(7):849-866. DOI: 10.1002/eqe.870.
-
(2009)
Earthquake Engineering and Structural Dynamics
, vol.38
, Issue.7
, pp. 849-866
-
-
Di Egidio, A.1
Contento, A.2
-
40
-
-
0027062379
-
The masonry arch as a four-link mechanism under base motion
-
DOI: 10.1002/eqe.4290211105.
-
Oppenheim IJ. The masonry arch as a four-link mechanism under base motion. Earthquake Engineering and Structural Dynamics 1992; 21(11):1005-1017. DOI: 10.1002/eqe.4290211105.
-
(1992)
Earthquake Engineering and Structural Dynamics
, vol.21
, Issue.11
, pp. 1005-1017
-
-
Oppenheim, I.J.1
-
42
-
-
58049096793
-
Rocking stability of masonry arches in seismic regions
-
DOI 10.1193/1.2985763.
-
DeJong MJ, De Lorenzis L, Adams S, Ochsendorf J. Rocking stability of masonry arches in seismic regions. Earthquake Spectra 2008; 24(4):847-865. DOI 10.1193/1.2985763.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.4
, pp. 847-865
-
-
DeJong, M.J.1
De Lorenzis, L.2
Adams, S.3
Ochsendorf, J.4
-
43
-
-
48549085097
-
NGA project strong-motion database
-
DOI: 10.1193/1.2894831.
-
Chiou B, Darragh R, Gregor N, Silva W. NGA project strong-motion database. Earthquake Spectra 2008; 24(1):23-44. DOI: 10.1193/1.2894831.
-
(2008)
Earthquake Spectra
, vol.24
, Issue.1
, pp. 23-44
-
-
Chiou, B.1
Darragh, R.2
Gregor, N.3
Silva, W.4
|