Earthquake Engineering and Structural Dynamics - v. 49, n. 15 (Dezember 2020)

Erschienen:	Dezember 2020

Autor(en)	Titel	Seite(n)
Huang, Chen / Tarbali, Karim / Galasso, Carmine	Correlation properties of integral ground‐motion intensity measures from Italian strong‐motion records	1581-1598
Huang, Shieh‐Kung / Chen, Jun‐Da / Loh, Kenneth J. / Loh, Chin‐Hsiung	Discussion of user‐defined parameters for recursive subspace identification: Application to seismic response of building structures	1738-1757
Atasever, Kurtulus / Inanaga, Shogo / Takeuchi, Toru / Terazawa, Yuki / Celik, Oguz C.	Experimental and numerical studies on buckling restrained braces with posttensioned carbon fiber composite cables	1640-1661
Pollini, Nicolò	Fail‐safe optimization of viscous dampers for seismic retrofitting	1599-1618
Suzuki, Yusuke / Lignos, Dimitrios G.	Fiber‐based hysteretic model for simulating strength and stiffness deterioration of steel hollow structural section columns under cyclic loading	1702-1720
Baker, Jack W. / Chen, Yilin	Ground motion spatial correlation fitting methods and estimation uncertainty	1662-1681
Astorga, Ariana / Guéguen, Philippe	Influence of seismic strain rates on the co‐ and post‐seismic response of civil engineering buildings	1758-1764
Najafi, Amirali / Spencer, Billie F.	Modified model‐based control of shake tables for online acceleration tracking	1721-1737
Ko, Yung‐Yen / Li, Yi‐Ting	Response of a scale‐model pile group for a jacket foundation of an offshore wind turbine in liquefiable ground during shaking table tests	1682-1701
Asada, Hayato / Sen, Andrew D. / Li, Tao / Berman, Jeffrey W. / Lehman, Dawn E. / Roeder, Charles W.	Seismic performance of chevron‐configured special concentrically braced frames with yielding beams	1619-1639

Autor(en)

Titel

Seite(n)

Huang, Chen / Tarbali, Karim / Galasso, Carmine

Correlation properties of integral ground‐motion intensity measures from Italian strong‐motion records

1581-1598

Huang, Shieh‐Kung / Chen, Jun‐Da / Loh, Kenneth J. / Loh, Chin‐Hsiung

Discussion of user‐defined parameters for recursive subspace identification: Application to seismic response of building structures

1738-1757

Atasever, Kurtulus / Inanaga, Shogo / Takeuchi, Toru / Terazawa, Yuki / Celik, Oguz C.

Experimental and numerical studies on buckling restrained braces with posttensioned carbon fiber composite cables

1640-1661

Pollini, Nicolò

Fail‐safe optimization of viscous dampers for seismic retrofitting

1599-1618

Suzuki, Yusuke / Lignos, Dimitrios G.

Fiber‐based hysteretic model for simulating strength and stiffness deterioration of steel hollow structural section columns under cyclic loading

1702-1720

Baker, Jack W. / Chen, Yilin

Ground motion spatial correlation fitting methods and estimation uncertainty

1662-1681

Astorga, Ariana / Guéguen, Philippe

Influence of seismic strain rates on the co‐ and post‐seismic response of civil engineering buildings

1758-1764

Najafi, Amirali / Spencer, Billie F.

Modified model‐based control of shake tables for online acceleration tracking

1721-1737

Ko, Yung‐Yen / Li, Yi‐Ting

Response of a scale‐model pile group for a jacket foundation of an offshore wind turbine in liquefiable ground during shaking table tests

1682-1701

Asada, Hayato / Sen, Andrew D. / Li, Tao / Berman, Jeffrey W. / Lehman, Dawn E. / Roeder, Charles W.

Seismic performance of chevron‐configured special concentrically braced frames with yielding beams

1619-1639

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Earthquake Engineering and Structural Dynamics - v. 49, n. 15 (Dezember 2020)

Artikel in dieser Ausgabe

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Earthquake Engineering and Structural Dynamics - v. 49, n. 15 (Dezember 2020)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.