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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Earthquake Engineering and Structural Dynamics - v. 28, n. 11 (November 1999)

Erschienen:	November 1999

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Kurata, Narito / Kobori, Takuji / Takahashi, Motoichi / Niwa, Naoki / Midorikawa, Hiroshi	Actual seismic response controlled building with semi-active damper system	1427-1447
Shrikhande, Manish / Gupta, Vinay K.	Dynamic soil-structure interaction effects on the seismic response of suspension bridges	1383-1403
Shrikhande, Manish / Gupta, Vinay K.	Dynamic soil–structure interaction effects on the seismic response of suspension bridges	1383-1403
Bernal, Dionisio	A dynamic stiffness formulation for the analysis of secondary systems	1295-1308
Daniell, W. E. / Taylor, C. A.	Effective ambient vibration testing for validating numerical models of concrete dams	1327-1344
Daniell, W. E. / Taylor, C. A.	Effective ambient vibration testing for validating numerical models of concrete dams	1327-1344
Pekcan, Gokhan / Mander, John B. / Chen, Stuart S.	Fundamental considerations for the design of non-linear viscous dampers	1405-1425
Pekcan, Gokhan / Mander, John B. / Chen, Stuart S.	Fundamental considerations for the design of non‐linear viscous dampers	1405-1425
Kuehn, J. / Epp, D. / Patten, W. N.	High-fidelity control of a seismic shake table	1235-1254
Luş, H. / Betti, R. / Longman, R. W.	Identification of linear structural systems using earthquake-induced vibration data	1449-1467
Soto-Brito, Ricardo / Ruiz, Sonia E.	Influence of ground motion intensity on the effectiveness of tuned mass dampers	1255-1271
Malhotra, Praveen K.	Response of buildings to near-field pulse-like ground motions	1309-1326
Wu, Jingning / Chen, Genda / Lou, Menglin	Seismic effectiveness of tuned mass dampers considering soil-structure interaction	1219-1233
Kawakami, Hideji / Sharma, Shailendra	Statistical study of spatial variation of response spectrum using free field records of dense strong motion arrays	1273-1294
Golley, Bruce W. / Amer, Muhammad	An unconditionally stable time-stepping procedure with algorithmic damping: a weighted integral approach using two general weight functions	1345-1360
Balendra, Thambirajah / Tan, Kiang‐Hwee / Kong, Sia‐Keong	Vulnerability of reinforced concrete frames in low seismic region, when designed according to BS 8110	1361-1381
Balendra, Thambirajah / Tan, Kiang-Hwee / Kong, Sia-Keong	Vulnerability of reinforced concrete frames in low seismic region, when designed according to BS 8110	1361-1381

Über diese
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IssueID
13311
Veröffentlicht am:
11.12.2018
Geändert am:
28.07.2019

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