-
1
-
-
84906506062
-
-
ACI. American Concrete Institute - Earthquake Effects on Reinforced Concrete Structures. SP-84. US-Japan Research. Detroit
-
ACI. American Concrete Institute - Earthquake Effects on Reinforced Concrete Structures. SP-84. US-Japan Research. Detroit; 1984.
-
(1984)
-
-
-
2
-
-
34548103861
-
Assessment of improved nonlinear static procedures in FEMA 440
-
Akkar S.D., Metin A. Assessment of improved nonlinear static procedures in FEMA 440. J Struct Eng ASCE 2007, 133(9):1237-1246.
-
(2007)
J Struct Eng ASCE
, vol.133
, Issue.9
, pp. 1237-1246
-
-
Akkar, S.D.1
Metin, A.2
-
3
-
-
12344261802
-
Statistical evaluation of approximate methods for estimating maximum deformation demands on existing structures
-
Akkar S.D., Miranda E. Statistical evaluation of approximate methods for estimating maximum deformation demands on existing structures. J Struct Eng ASCE 2005, 131(1):160-172.
-
(2005)
J Struct Eng ASCE
, vol.131
, Issue.1
, pp. 160-172
-
-
Akkar, S.D.1
Miranda, E.2
-
4
-
-
4944250380
-
Development and verification of a displacement-based adaptive pushover procedure
-
Antoniou S., Pinho R. Development and verification of a displacement-based adaptive pushover procedure. J Earthq Eng 2004, 8(5):643-661.
-
(2004)
J Earthq Eng
, vol.8
, Issue.5
, pp. 643-661
-
-
Antoniou, S.1
Pinho, R.2
-
5
-
-
84906496426
-
-
Applied Technology Council. Seismic Evaluation and Retrofit of Concrete Buildings. ATC-40 Report. ATC, California, USA
-
Applied Technology Council. Seismic Evaluation and Retrofit of Concrete Buildings. ATC-40 Report. Volumes 1 and 2, ATC, California, USA; 1996.
-
(1996)
, vol.1-2
-
-
-
6
-
-
84906496425
-
-
Applied Technology Council. Improvement of nonlinear static seismic analysis procedures. Rep. No. FEMA-440, Washington, DC, USA
-
Applied Technology Council. Improvement of nonlinear static seismic analysis procedures. Rep. No. FEMA-440, Washington, DC, USA; 2005.
-
(2005)
-
-
-
7
-
-
79952827038
-
Using nonlinear static procedures for seismic assessment of the 3D irregular SPEAR building
-
Bento R., Bhatt C., Pinho R. Using nonlinear static procedures for seismic assessment of the 3D irregular SPEAR building. Earthq Struct 2010, 1(2):177-195.
-
(2010)
Earthq Struct
, vol.1
, Issue.2
, pp. 177-195
-
-
Bento, R.1
Bhatt, C.2
Pinho, R.3
-
8
-
-
84906515240
-
-
Building Seismic Safety Council. NEHRP guidelines for the seismic rehabilitation of buildings. FEMA 273 (Guidelines) and FEMA 274 (commentary), Washington DC, USA
-
Building Seismic Safety Council. NEHRP guidelines for the seismic rehabilitation of buildings. FEMA 273 (Guidelines) and FEMA 274 (commentary), Washington DC, USA; 1997.
-
(1997)
-
-
-
9
-
-
84906496428
-
-
Building Seismic Safety Council. Prestandard and commentary for the seismic rehabilitation of buildings. FEMA 356, Washington DC, USA
-
Building Seismic Safety Council. Prestandard and commentary for the seismic rehabilitation of buildings. FEMA 356, Washington DC, USA; 2000.
-
(2000)
-
-
-
10
-
-
0035931109
-
Inelastic spectra for displacement-based seismic design
-
Borzi B., Calvi G.M., Elnashai A.S., Faccioli E., Bommer J.J. Inelastic spectra for displacement-based seismic design. Soil Dyn Earthq Eng 2001, 21:47-61.
-
(2001)
Soil Dyn Earthq Eng
, vol.21
, pp. 47-61
-
-
Borzi, B.1
Calvi, G.M.2
Elnashai, A.S.3
Faccioli, E.4
Bommer, J.J.5
-
11
-
-
67650012858
-
Preparation of the full-scale tests on reinforced concrete frames.
-
Characteristics of the test specimens, materials and testing conditions, ICONS Report, Innovative Seismic Design Concepts for New and Existing Structures, European TMR Network, LNEC;
-
Carvalho E, Coelho E, Campos-Costa A. Preparation of the full-scale tests on reinforced concrete frames. Characteristics of the test specimens, materials and testing conditions, ICONS Report, Innovative Seismic Design Concepts for New and Existing Structures, European TMR Network, LNEC; 1999.
-
(1999)
-
-
Carvalho, E.1
Coelho, E.2
Campos-Costa, A.3
-
12
-
-
34547217008
-
An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action
-
Casarotti C., Pinho R. An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action. Bull Earthq Eng 2007, 5(3):377-390.
-
(2007)
Bull Earthq Eng
, vol.5
, Issue.3
, pp. 377-390
-
-
Casarotti, C.1
Pinho, R.2
-
13
-
-
68249121319
-
Verification of spectral reduction factors for seismic assessment of bridges
-
Casarotti C., Monteiro R., Pinho R. Verification of spectral reduction factors for seismic assessment of bridges. Bull New Zealand Soc Earthq Eng 2009, 42(2).
-
(2009)
Bull New Zealand Soc Earthq Eng
, vol.42
, Issue.2
-
-
Casarotti, C.1
Monteiro, R.2
Pinho, R.3
-
14
-
-
1842780494
-
Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems
-
Chopra A.K., Chintanapakdee C. Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems. J Struct Eng ASCE 2004, 130(9):1309-1319.
-
(2004)
J Struct Eng ASCE
, vol.130
, Issue.9
, pp. 1309-1319
-
-
Chopra, A.K.1
Chintanapakdee, C.2
-
15
-
-
84906496422
-
-
Comité Européen de Normalisation. Eurocode 8 - Design of structures for earthquake resistance. Part 1 - General rules, seismic actions and rules for buildings. Brussels, Belgium
-
Comité Européen de Normalisation. Eurocode 8 - Design of structures for earthquake resistance. Part 1 - General rules, seismic actions and rules for buildings. Brussels, Belgium; 2004.
-
(2004)
-
-
-
17
-
-
34547363167
-
Equivalent damping in support of direct displacement-based design
-
Dwairi H.M., Kowalsky M.J., Nau J.M. Equivalent damping in support of direct displacement-based design. J Earthq Eng 2007, 11(4):512-530.
-
(2007)
J Earthq Eng
, vol.11
, Issue.4
, pp. 512-530
-
-
Dwairi, H.M.1
Kowalsky, M.J.2
Nau, J.M.3
-
18
-
-
77958466191
-
Enhanced displacement coefficient method for degrading multi-degree-of-freedom systems
-
Erduran E., Kunnath S.K. Enhanced displacement coefficient method for degrading multi-degree-of-freedom systems. Earthq Spectra 2010, 26(2):311-326.
-
(2010)
Earthq Spectra
, vol.26
, Issue.2
, pp. 311-326
-
-
Erduran, E.1
Kunnath, S.K.2
-
19
-
-
0000573438
-
N2 - A method for non-linear seismic analysis of regular buildings.
-
Proceedings of the ninth world conference in earthquake engineering, Tokyo-Kyoto, Japan
-
Fajfar P, Fischinger M. N2 - A method for non-linear seismic analysis of regular buildings. In: Proceedings of the ninth world conference in earthquake engineering, Tokyo-Kyoto, Japan, 5; 1988. p. 111-6.
-
(1988)
, vol.5
, pp. 111-116
-
-
Fajfar, P.1
Fischinger, M.2
-
20
-
-
70349377012
-
Evaluation of current nonlinear static procedures for concrete buildings using recorded strong-motion data
-
Data Utilization Report, California Strong Motion Instrumentation Program
-
Goel RK, Chadwell C. Evaluation of current nonlinear static procedures for concrete buildings using recorded strong-motion data. Data Utilization Report, California Strong Motion Instrumentation Program; 2007.
-
(2007)
-
-
Goel, R.K.1
Chadwell, C.2
-
21
-
-
0016342491
-
Inelastic responses of reinforced concrete structure to earthquake motions
-
Gulkan P., Sozen M.A. Inelastic responses of reinforced concrete structure to earthquake motions. ACI J Proc 1974, 71(12).
-
(1974)
ACI J Proc
, vol.71
, Issue.12
-
-
Gulkan, P.1
Sozen, M.A.2
-
22
-
-
0003925406
-
Seismic demands for performance evaluation of steel moment resisting frame structures (SAC Task 5.4.3).
-
Report no. 132
-
Gupta A, Krawinkler H. Seismic demands for performance evaluation of steel moment resisting frame structures (SAC Task 5.4.3). Report no. 132; 1999.
-
(1999)
-
-
Gupta, A.1
Krawinkler, H.2
-
23
-
-
84906506061
-
-
International Conference of Building Officials. Uniform Building Code, USA
-
International Conference of Building Officials. Uniform Building Code, USA; 1996.
-
(1996)
-
-
-
24
-
-
0019043876
-
Estimating inelastic response spectra from elastic response spectra
-
Iwan W.D. Estimating inelastic response spectra from elastic response spectra. Earthq Eng Struct Dynam 1980, 8(4):375-388.
-
(1980)
Earthq Eng Struct Dynam
, vol.8
, Issue.4
, pp. 375-388
-
-
Iwan, W.D.1
-
25
-
-
84906496423
-
-
Japan Road Association. Specifications for Highway Bridges: Seismic Design. Japan
-
Japan Road Association. Specifications for Highway Bridges: Seismic Design. Japan; 1990.
-
(1990)
-
-
-
27
-
-
10844259015
-
Influence of hysteretic behavior on equivalent period and damping of structural systems
-
Kwan W., Billington S. Influence of hysteretic behavior on equivalent period and damping of structural systems. J Struct Eng 2003, 129(5):576-585.
-
(2003)
J Struct Eng
, vol.129
, Issue.5
, pp. 576-585
-
-
Kwan, W.1
Billington, S.2
-
28
-
-
0347147145
-
Study on damping reduction factor for buildings under earthquake ground motions
-
Lin Y.Y., Chang K.C. Study on damping reduction factor for buildings under earthquake ground motions. J Struct Eng 2003, 129(2):206-214.
-
(2003)
J Struct Eng
, vol.129
, Issue.2
, pp. 206-214
-
-
Lin, Y.Y.1
Chang, K.C.2
-
29
-
-
54249133036
-
Noniterative equivalent linear method for evaluation of existing structures
-
Lin Y.Y., Miranda E. Noniterative equivalent linear method for evaluation of existing structures. J Struct Eng 2008, 134(11):1685-1695.
-
(2008)
J Struct Eng
, vol.134
, Issue.11
, pp. 1685-1695
-
-
Lin, Y.Y.1
Miranda, E.2
-
30
-
-
0033116657
-
Approximate seismic lateral deformation demands in multistory buildings
-
Miranda E. Approximate seismic lateral deformation demands in multistory buildings. J Struct Eng 1999, 125(4):417-425.
-
(1999)
J Struct Eng
, vol.125
, Issue.4
, pp. 417-425
-
-
Miranda, E.1
-
31
-
-
0034298759
-
Inelastic displacement ratios for structures on firm sites
-
Miranda E. Inelastic displacement ratios for structures on firm sites. J Struct Eng 2000, 126(10):1150-1159.
-
(2000)
J Struct Eng
, vol.126
, Issue.10
, pp. 1150-1159
-
-
Miranda, E.1
-
32
-
-
0035450257
-
Estimation of inelastic deformation demands of SDOF systems
-
Miranda E. Estimation of inelastic deformation demands of SDOF systems. J Struct Eng 2001, 127(9):1005-1012.
-
(2001)
J Struct Eng
, vol.127
, Issue.9
, pp. 1005-1012
-
-
Miranda, E.1
-
33
-
-
0036498142
-
Evaluation of approximate methods to estimate maximum inelastic displacement demands
-
Miranda E., Ruiz-García J. Evaluation of approximate methods to estimate maximum inelastic displacement demands. Earthq Eng Struct Dynam 2002, 31(3):539-560.
-
(2002)
Earthq Eng Struct Dynam
, vol.31
, Issue.3
, pp. 539-560
-
-
Miranda, E.1
Ruiz-García, J.2
-
34
-
-
84904752714
-
Risposta sismica di nodi trave-colonna progettati per i soli carichi di gravità: studi analitici e sperimentali.
-
Graduation Project, Department of Structural Mechanics, Faculty of Engineering, University of Pavia, Italy; (in Italian).
-
Moratti M. Risposta sismica di nodi trave-colonna progettati per i soli carichi di gravità: studi analitici e sperimentali. Graduation Project, Department of Structural Mechanics, Faculty of Engineering, University of Pavia, Italy; 2000 (in Italian).
-
(2000)
-
-
Moratti, M.1
-
36
-
-
84891953669
-
Evaluation of nonlinear static procedures in the assessment of building frames
-
Pinho R., Marques M., Monteiro R., Casarotti C., Delgado R. Evaluation of nonlinear static procedures in the assessment of building frames. Earthq Spectra 2013, 29(4):1459-1476.
-
(2013)
Earthq Spectra
, vol.29
, Issue.4
, pp. 1459-1476
-
-
Pinho, R.1
Marques, M.2
Monteiro, R.3
Casarotti, C.4
Delgado, R.5
-
37
-
-
61649093598
-
Assessment of continuous span bridges through Nonlinear Static Procedures
-
Pinho R., Casarotti C., Monteiro R., Delgado R. Assessment of continuous span bridges through Nonlinear Static Procedures. Earthq Spectra 2009, 25(1).
-
(2009)
Earthq Spectra
, vol.25
, Issue.1
-
-
Pinho, R.1
Casarotti, C.2
Monteiro, R.3
Delgado, R.4
-
38
-
-
84906501564
-
Direct displacement-based seismic design of bridges
-
ACI Special Seminar on Seismic Design of Bridges, San Diego
-
Priestley MJN, Calvi GM. Direct displacement-based seismic design of bridges. ACI Special Seminar on Seismic Design of Bridges, San Diego; 2003.
-
(2003)
-
-
Priestley, M.J.N.1
Calvi, G.M.2
-
39
-
-
42649111383
-
-
IUSS Press, Pavia, Italy
-
Priestley M.J.N., Calvi G.M., Kowalsky M.J. Displacement-based seismic design of structures 2007, IUSS Press, Pavia, Italy.
-
(2007)
Displacement-based seismic design of structures
-
-
Priestley, M.J.N.1
Calvi, G.M.2
Kowalsky, M.J.3
-
40
-
-
0036703546
-
Elastic and inelastic seismic response of buildings with damping systems
-
Ramirez O.M., Constantinou M.C., Whittaker A.S., Kircher C.A., Chrysostomou C.Z. Elastic and inelastic seismic response of buildings with damping systems. Earthq Spectra 2002, 18(3):531-547.
-
(2002)
Earthq Spectra
, vol.18
, Issue.3
, pp. 531-547
-
-
Ramirez, O.M.1
Constantinou, M.C.2
Whittaker, A.S.3
Kircher, C.A.4
Chrysostomou, C.Z.5
-
41
-
-
0008339496
-
On a kind of hysteretic damping
-
Rosenblueth E., Herrera I. On a kind of hysteretic damping. ASCE J Eng Mech 1964, 90(4):37-48.
-
(1964)
ASCE J Eng Mech
, vol.90
, Issue.4
, pp. 37-48
-
-
Rosenblueth, E.1
Herrera, I.2
-
42
-
-
0038673890
-
Inelastic displacement ratios for evaluation of existing structures
-
Ruiz-García J., Miranda E. Inelastic displacement ratios for evaluation of existing structures. Earthq Eng Struct Dynam 2003, 32(9):1237-1258.
-
(2003)
Earthq Eng Struct Dynam
, vol.32
, Issue.9
, pp. 1237-1258
-
-
Ruiz-García, J.1
Miranda, E.2
-
43
-
-
84906506059
-
-
SAC Joint Venture, Project Task: 5.4.1 - Develop Suites of Time Histories. Draft Report. Sacramento, CA, USA
-
SAC Joint Venture, Project Task: 5.4.1 - Develop Suites of Time Histories. Draft Report. Sacramento, CA, USA; 1997.
-
(1997)
-
-
-
44
-
-
84856656274
-
Equivalent period and damping of SDOF systems for spectral response of the Japanese highway bridges code
-
Sanchez-Flores F., Igarashi A. Equivalent period and damping of SDOF systems for spectral response of the Japanese highway bridges code. Earthq Struct 2011, 2(4).
-
(2011)
Earthq Struct
, vol.2
, Issue.4
-
-
Sanchez-Flores, F.1
Igarashi, A.2
-
45
-
-
84906487122
-
-
Seismosoft. "SeismoStruct - a computer program for static and dynamic nonlinear analysis of framed structures
-
Seismosoft. "SeismoStruct - a computer program for static and dynamic nonlinear analysis of framed structures; 2014. http://www.seismosoft.com.
-
(2014)
-
-
-
46
-
-
0003853918
-
Evaluation of inelastic MDOF effects for seismic design
-
John A. Blume Earthquake Eng. Center Report No. 120, Stanford, US
-
Seneviratna GDPK, Krawinkler H. Evaluation of inelastic MDOF effects for seismic design. John A. Blume Earthquake Eng. Center Report No. 120, Stanford, US; 1997.
-
(1997)
-
-
Seneviratna, G.D.P.K.1
Krawinkler, H.2
-
47
-
-
0000828181
-
Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions.
-
Proceedings of the 3rd world conference in earthquake engineering, Wellington, New Zealand
-
Veletsos AS, Newmark NM, Chelapati CV. Deformation spectra for elastic and elastoplastic systems subjected to ground shock and earthquake motions. In: Proceedings of the 3rd world conference in earthquake engineering, Wellington, New Zealand 1965. p. 663-80.
-
(1965)
, pp. 663-680
-
-
Veletsos, A.S.1
Newmark, N.M.2
Chelapati, C.V.3
-
48
-
-
0028184459
-
Consistent inelastic design spectra: strength and displacement
-
Vidic T., Fajfar P., Fischinger M. Consistent inelastic design spectra: strength and displacement. Earthq Eng Struct Dynam 1994, 23(5):507-521.
-
(1994)
Earthq Eng Struct Dynam
, vol.23
, Issue.5
, pp. 507-521
-
-
Vidic, T.1
Fajfar, P.2
Fischinger, M.3
-
49
-
-
80054795151
-
Equivalent period and damping for EC8 spectral response of SDOF ring-spring hysteretic models.
-
Scientific and technical Reports EUR 23365 EN-2088, JRC
-
Zaharia R, Taucer F. Equivalent period and damping for EC8 spectral response of SDOF ring-spring hysteretic models. Scientific and technical Reports EUR 23365 EN-2088, JRC; 2008.
-
(2008)
-
-
Zaharia, R.1
Taucer, F.2
|