-
1
-
-
0003600387
-
-
American Concrete Institute (ACI). . ACI 318, Farmington Hills, MI.
-
American Concrete Institute (ACI). (2005). Building code requirements for structural concrete. ACI 318, Farmington Hills, MI
-
(2005)
Building Code Requirements for Structural Concrete
-
-
-
3
-
-
34250730580
-
-
Blume TR 157, Stanford Univ., Palo Alto, CA.
-
Aslani, H., and Miranda, E. M. (2005). Probabilistic earthquake loss estimation and loss disaggregation in buildings. Blume TR 157, Stanford Univ., Palo Alto, CA
-
(2005)
Probabilistic Earthquake Loss Estimation and Loss Disaggregation in Buildings
-
-
Aslani, H.1
Miranda, E.M.2
-
4
-
-
0003568781
-
-
Portland Cement Association, Chicago.
-
Blume, J. A., Newmark, N. M., and Corning, L. H. (1961). Design of multistory reinforced concrete buildings for earthquake motions, Portland Cement Association, Chicago, 318.
-
(1961)
Design of Multistory Reinforced Concrete Buildings for Earthquake Motions
, pp. 318
-
-
Blume, J.A.1
Newmark, N.M.2
Corning, L.H.3
-
5
-
-
79955009262
-
-
Earthquake Engineering Research Center, Oakland, CA.
-
Degenkolb, H., and Scott, S. (1994). Connections: The EERI Oral History Series, Earthquake Engineering Research Center, Oakland, CA.
-
(1994)
Connections: The EERI Oral History Series
-
-
Degenkolb, H.1
Scott, S.2
-
6
-
-
24144445289
-
Overview of a comprehensive framework for earthquake performance assessment
-
P. Fajfar, and H. Krawinkler, eds., Pacific Engineering Research Center, Berkeley, CA.
-
Deierlein, G. G. (2004). Overview of a comprehensive framework for earthquake performance assessment. Proc., Int. Workshop on Performance-Based Seismic Design-Concepts and Implementation, PEER Rep. 2004/05, P. Fajfar, and, H. Krawinkler, eds., Pacific Engineering Research Center, Berkeley, CA, 15-26.
-
(2004)
Proc., Int. Workshop on Performance-Based Seismic Design-Concepts and Implementation, PEER Rep. 2004/05
, pp. 15-26
-
-
Deierlein, G.G.1
-
7
-
-
10944266190
-
Modelling failures in existing reinforced concrete columns
-
DOI 10.1139/L04-040
-
Elwood, K. (2004). Modeling failures in existing reinforced concrete columns. Can. J. Civ. Eng. 0315-1468, 31 (5), 846-859. 10.1139/l04-040 (Pubitemid 40014768)
-
(2004)
Canadian Journal of Civil Engineering
, vol.31
, Issue.5
, pp. 846-859
-
-
Elwood, K.J.1
-
8
-
-
10944265635
-
Drift capacity of reinforced concrete columns with light transverse reinforcement
-
DOI 10.1193/1.1849774
-
Elwood, K., and Moehle, J. (2005). Drift capacity of reinforced concrete columns with light transverse reinforcement. Earthquake Spectra, 21 (1), 71-89. 8755-2930 10.1193/1.1849774 (Pubitemid 40453927)
-
(2005)
Earthquake Spectra
, vol.21
, Issue.1
, pp. 71-89
-
-
Elwood, K.J.1
Moehle, J.P.2
-
9
-
-
35748934149
-
Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building - From seismic hazard to collapse safety and economic losses
-
DOI 10.1002/eqe.694
-
Goulet, C. A., (2007). Evaluation of the seismic performance of a code-conforming reinforced-concrete frame building-From seismic hazard to collapse safety and economic losses. Earthquake Eng. Struct. Dyn. 1096-9845, 36 (13), 1973-1997. 10.1002/eqe.694 (Pubitemid 350042027)
-
(2007)
Earthquake Engineering and Structural Dynamics
, vol.36
, Issue.13
, pp. 1973-1997
-
-
Goulet, C.A.1
Haselton, C.B.2
Mitrani-Reiser, J.3
Beck, J.L.4
Deierlein, G.G.5
Porter, K.A.6
Stewart, J.P.7
-
10
-
-
79953233037
-
Accounting for ground-motion spectral shape characteristics in structural collapse assessment through an adjustment for epsilon
-
(a). . 0970-0137.
-
Haselton, C. B., Baker, J. W., Liel, A. B., and Deierlein, G. G. (2011 a). Accounting for ground-motion spectral shape characteristics in structural collapse assessment through an adjustment for epsilon. J. Struct. Eng. 0970-0137, 137 (3), 332-344.
-
(2011)
J. Struct. Eng.
, vol.137
, Issue.3
, pp. 332-344
-
-
Haselton, C.B.1
Baker, J.W.2
Liel, A.B.3
Deierlein, G.G.4
-
12
-
-
77953009995
-
-
PEER Re 2007/12, Pacific Earthquake Engineering Research Center (PEER), Univ. of California at Berkeley, Berkeley, CA.
-
Haselton, C. B., (2008). An assessment to benchmark the seismic performance of a code-conforming reinforced-concrete moment-frame building. PEER Rep. 2007/12, Pacific Earthquake Engineering Research Center (PEER), Univ. of California at Berkeley, Berkeley, CA.
-
(2008)
An Assessment to Benchmark the Seismic Performance of A Code-conforming Reinforced-concrete Moment-frame Building
-
-
Haselton, C.B.1
-
13
-
-
79955036396
-
Seismic collapse safety of reinforced concrete buildings. I: Assessment of ductile moment frames
-
(b). ., , 0970-0137
-
Haselton, C. B., Liel, A. B., Deierlein, G. G., Dean, B. S., and Chou, J. H. (2011 b). Seismic collapse safety of reinforced concrete buildings. I: Assessment of ductile moment frames. J. Struct. Eng., 137 (4), 481-491. 0970-0137
-
(2011)
J. Struct. Eng.
, vol.137
, Issue.4
, pp. 481-491
-
-
Haselton, C.B.1
Liel, A.B.2
Deierlein, G.G.3
Dean, B.S.4
Chou, J.H.5
-
14
-
-
77955206548
-
-
PEER Re 2007/03, Pacific Earthquake Engineering Research Center (PEER), Univ. of California at Berkeley, Berkeley, CA.
-
Haselton, C., Liel, A., Taylor Lange, S., and Deierlein, G. G. (2008). Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. PEER Rep. 2007/03, Pacific Earthquake Engineering Research Center (PEER), Univ. of California at Berkeley, Berkeley, CA.
-
(2008)
Beam-column Element Model Calibrated for Predicting Flexural Response Leading to Global Collapse of RC Frame Buildings
-
-
Haselton, C.1
Liel, A.2
Taylor Lange, S.3
Deierlein, G.G.4
-
15
-
-
26444568744
-
Hysteretic models that incorporate strength and stiffness deterioration
-
DOI 10.1002/eqe.495
-
Ibarra, L. F., Medina, R. A., and Krawinkler, H. (2005). Hysteretic models that incorporate strength and stiffness deterioration. Earthquake Eng. Struct. Dyn. 1096-9845, 34 (11), 1489-1511. 10.1002/eqe.495 (Pubitemid 41419658)
-
(2005)
Earthquake Engineering and Structural Dynamics
, vol.34
, Issue.12
, pp. 1489-1511
-
-
Ibarra, L.F.1
Medina, R.A.2
Krawinkler, H.3
-
16
-
-
79955015465
-
-
International Conference of Building Officials (ICBO). Uniform Building Code, Pasadena, CA.
-
International Conference of Building Officials (ICBO). (1967). Uniform Building Code, Pasadena, CA
-
(1967)
-
-
-
17
-
-
79955030648
-
-
International Code Council (ICC). International Building Code, Falls Church, VA.
-
International Code Council (ICC). (2003). International Building Code, Falls Church, VA
-
(2003)
-
-
-
18
-
-
38549116082
-
Prediction of collapse-How realistic and practical is it, and what can we learn from it?
-
0167-4730 10.1016/j.strusafe.2008.06.002
-
Krawinkler, H., and Zareian, F. (2007). Prediction of collapse-How realistic and practical is it, and what can we learn from it? Struct. Des. Tall Special Build. 0167-4730 10.1016/j.strusafe.2008.06.002
-
(2007)
Struct. Des. Tall Special Build.
-
-
Krawinkler, H.1
Zareian, F.2
-
19
-
-
10844267489
-
Modeling reinforced-concrete beam-column joints subjected to cyclic loading
-
DOI 10.1061/(ASCE)0733-9445(2003)129:12(1686)
-
Lowes, L. N., and Altoontash, A. (2003). Modeling of reinforced-concrete beam-column joints subjected to cyclic loading. J. Struct. Eng. 0970-0137, 129 (12), 1686-1697. 10.1061/(ASCE)0733-9445(2003)129:12(1686) (Pubitemid 40000967)
-
(2003)
Journal of Structural Engineering
, vol.129
, Issue.12
, pp. 1686-1697
-
-
Lowes, L.N.1
Altoontash, A.2
-
20
-
-
33845724133
-
Evaluation, calibration, and verification of a reinforced concrete beam-column joint model
-
DOI 10.1061/(ASCE)0733-9445(2007)133:1(105)
-
Mitra, N., and Lowes, L. N. (2007). Evaluation, calibration and verification of a reinforced concrete beam-column joint model. J. Struct. Eng. 0970-0137, 133 (1), 105-120. 10.1061/(ASCE)0733-9445(2007)133:1(105) (Pubitemid 46012314)
-
(2007)
Journal of Structural Engineering
, vol.133
, Issue.1
, pp. 105-120
-
-
Mitra, N.1
Lowes, L.N.2
-
21
-
-
84856609307
-
Beam-column connections
-
, EERI Technical Seminar.
-
Moehle, J., Lehman, D., and Lowes, L. (2006). Beam-column connections. New information on the seismic performance of existing buildings, EERI Technical Seminar.
-
(2006)
New Information on the Seismic Performance of Existing Buildings
-
-
Moehle, J.1
Lehman, D.2
Lowes, L.3
-
22
-
-
79954996644
-
-
Open System for Earthquake Engineering Simulation (OpenSEES). Pacific Earthquake Engineering Research Center (PEER), Univ. of California, Berkeley, CA
-
Open System for Earthquake Engineering Simulation (OpenSEES). (2009). Pacific Earthquake Engineering Research Center (PEER), Univ. of California, Berkeley, CA, http://opensees.berkeley.edu/.
-
(2009)
-
-
-
23
-
-
0036703718
-
Performance-based evaluation of reinforced concrete building exterior joints for seismic excitation
-
DOI 10.1193/1.1510447
-
Pantelides, C. P., Clyde, C., and Reaveley, L. D. (2002). Performance-based evaluation of reinforced concrete building exterior joints for seismic excitation. Earthquake Spectra, 18 (3), 449-480. 8755-2930 10.1193/1.1510447 (Pubitemid 35377782)
-
(2002)
Earthquake Spectra
, vol.18
, Issue.3
, pp. 449-480
-
-
Pantelides, C.P.1
Clyde, C.2
Reaveley, L.D.3
|