-
1
-
-
33748642353
-
Seismic performance of RC frames designed to Eurocode 8 or the Greek Codes 2000
-
Panagiotakos TB, Fardis MN. Seismic performance of RC frames designed to Eurocode 8 or the Greek Codes 2000. Bulletin of Earthquake Engineering 2004; 2:221-259.
-
(2004)
Bulletin of Earthquake Engineering
, vol.2
, pp. 221-259
-
-
Panagiotakos, T.B.1
Fardis, M.N.2
-
2
-
-
0036605249
-
Proportioning earthquake-resistant RC frames in central/eastern U.S
-
Browning J. Proportioning earthquake-resistant RC frames in central/ eastern U.S. Earthquake Engineering and Structural Dynamics 2002; 31(6):1267-1280.
-
(2002)
Earthquake Engineering and Structural Dynamics
, vol.31
, Issue.6
, pp. 1267-1280
-
-
Browning, J.1
-
3
-
-
0034327233
-
Need of performance-based earthquake engineering in Taiwan: A lesson from the Chichi earthquake
-
Qiang X. Need of performance-based earthquake engineering in Taiwan: a lesson from the Chichi earthquake. Earthquake Engineering and Structural Dynamics 2000; 29(11):1609-1627.
-
(2000)
Earthquake Engineering and Structural Dynamics
, vol.29
, Issue.11
, pp. 1609-1627
-
-
Qiang, X.1
-
4
-
-
33748672693
-
Methodology for evaluation and upgrade of reinforced concrete buildings
-
Applied Technology Council (ATC). Report No. ATC-40, California Seismic Safety Commission, Sacramento, CA
-
Applied Technology Council (ATC). Methodology for evaluation and upgrade of reinforced concrete buildings. Report No. ATC-40, California Seismic Safety Commission, Sacramento, CA, 1996.
-
(1996)
-
-
-
5
-
-
0003749428
-
NEHRP guidelines for seismic rehabilitation of buildings
-
Applied Technology Council (ATC). Report No. FEMA-273, Federal Emergency Management Agency, Washington, DC
-
Applied Technology Council (ATC). NEHRP guidelines for seismic rehabilitation of buildings. Report No. FEMA-273, Federal Emergency Management Agency, Washington, DC, 1997.
-
(1997)
-
-
-
6
-
-
3042547357
-
-
Structural Engineers Association of California (SEAOC). Structural Engineers Association of California: Sacramento, CA
-
Structural Engineers Association of California (SEAOC). Vision 2000 a Framework for Performance-Based Seismic Engineering. Structural Engineers Association of California: Sacramento, CA, 1995.
-
(1995)
Vision 2000 a Framework for Performance-Based Seismic Engineering
-
-
-
7
-
-
33748650069
-
Towards nonlinear methods for the future seismic codes
-
In Booth ED (ed.). Balkema: Rotterdam
-
Fajfar P. Towards nonlinear methods for the future seismic codes. In Seismic Design Practice into the Next Century, Booth ED (ed.). Balkema: Rotterdam, 1998.
-
(1998)
Seismic Design Practice Into the Next Century
-
-
Fajfar, P.1
-
10
-
-
33748653368
-
Draft for development of Eurocode 2: Design of concrete structures
-
European Committee for Standardization. ENV 1992-1-1
-
European Committee for Standardization. Draft for development of Eurocode 2: design of concrete structures. ENV 1992-1-1, 1992.
-
(1992)
-
-
-
11
-
-
33748654791
-
National code for concrete building structures of Hellas
-
EKOS 2000
-
EKOS 2000. National code for concrete building structures of Hellas, 2000.
-
(2000)
-
-
-
12
-
-
33748651014
-
National seismic code of Hellas
-
EAK 2000
-
EAK 2000. National seismic code of Hellas, 2000.
-
(2000)
-
-
-
13
-
-
0037999934
-
The limitations and performances of different displacement based design methods
-
Sullivan TJ, Calvi GM, Priestley MJN, Kowalsky MJ. The limitations and performances of different displacement based design methods. Journal of Earthquake Engineering 2003; 7(1):201-241.
-
(2003)
Journal of Earthquake Engineering
, vol.7
, Issue.1
, pp. 201-241
-
-
Sullivan, T.J.1
Calvi, G.M.2
Priestley, M.J.N.3
Kowalsky, M.J.4
-
14
-
-
0035478161
-
A displacement-based seismic design procedure for RC buildings and comparison with EC8
-
Panagiotakos TB, Fardis MN. A displacement-based seismic design procedure for RC buildings and comparison with EC8. Earthquake Engineering and Structural Dynamics 2001; 30:1439-1462.
-
(2001)
Earthquake Engineering and Structural Dynamics
, vol.30
, pp. 1439-1462
-
-
Panagiotakos, T.B.1
Fardis, M.N.2
-
16
-
-
17044380057
-
Ground motion time histories for the Humboldt bay bridge
-
Pasadena, CA, URS Corporation
-
Somerville P, Collins N. Ground motion time histories for the Humboldt bay bridge. Pasadena, CA, URS Corporation, 2002, www.peertestbeds.net/ humboldt.htm
-
(2002)
-
-
Somerville, P.1
Collins, N.2
-
19
-
-
0034831215
-
Minimum building life-cycle cost design criteria. I: Methodology
-
Wen YK, Kang YJ. Minimum building life-cycle cost design criteria. I: Methodology. Journal of Structural Engineering 2001; 127(3):330-337.
-
(2001)
Journal of Structural Engineering
, vol.127
, Issue.3
, pp. 330-337
-
-
Wen, Y.K.1
Kang, Y.J.2
-
21
-
-
0012841483
-
-
FEMA 227. Federal Emergency Management Agency, Building Seismic Safety Council: Washington, DC
-
FEMA 227. A Benefit-Cost Model for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency, Building Seismic Safety Council: Washington, DC, 1992.
-
(1992)
A Benefit-Cost Model for the Seismic Rehabilitation of Buildings
-
-
-
23
-
-
0034818889
-
Minimum building life-cycle cost design criteria. II: Applications
-
Wen YK, Kang YJ. Minimum building life-cycle cost design criteria. II: Applications. Journal of Structural Engineering 2001; 127(3):338-346.
-
(2001)
Journal of Structural Engineering
, vol.127
, Issue.3
, pp. 338-346
-
-
Wen, Y.K.1
Kang, Y.J.2
-
24
-
-
33748647953
-
The myth of the excessive cost of seismic resistant structures designed for elastic behaviour for the design earthquake
-
Kos, Greece
-
Avramidis IE, Anastasiadis K, Athantopoulou A, Katsavelos A. The myth of the excessive cost of seismic resistant structures designed for elastic behaviour for the design earthquake. 14th National Congress on RC structures, Kos, Greece, 2003.
-
(2003)
14th National Congress on RC Structures
-
-
Avramidis, I.E.1
Anastasiadis, K.2
Athantopoulou, A.3
Katsavelos, A.4
|