Earthquake Engineering and Structural Dynamics - v. 45, n. 15 (Dezember 2016)

Erschienen:	Dezember 2016

Autor(en)	Titel	Seite(n)
Mathey, Charlie / Feau, Cyril / Politopoulos, Ioannis / Clair, David / Baillet, Laurent / Fogli, Michel	Behavior of rigid blocks with geometrical defects under seismic motion: an experimental and numerical study	2455-2474
Harrington, Cody C. / Liel, Abbie B.	Collapse assessment of moment frame buildings, considering vertical ground shaking	2475-2493
Hazaveh, Nikoo Kh. / Rodgers, Geoffrey W. / Pampanin, Stefano / Chase, J. Geoffrey	Damping reduction factors and code-based design equation for structures using semi-active viscous dampers	2533-2550
Fardadi, Mahshid / Jabbari, Faryar / Zareian, Farzin	Effectiveness of resettable energy dissipating devices in seismic response modification of elastic SDoF systems	2571-2588
Li, Yong / Conte, Joel P.	Effects of seismic isolation on the seismic response of a California high-speed rail prototype bridge with soil-structure and track-structure interactions	2415-2434
Erazo, K. / Hernandez, E. M.	High-resolution seismic monitoring of instrumented buildings using a model-based state observer	2513-2531
Huang, Jing-Qi / Du, Xiu-Li / Jin, Liu / Zhao, Mi	Impact of incident angles of P waves on the dynamic responses of long lined tunnels	2435-2454
Singhal, Vaibhav / Rai, Durgesh C.	In-plane and out-of-plane behavior of confined masonry walls for various toothing and openings details and prediction of their strength and stiffness	2551-2569
Vukobratović, Vladimir / Fajfar, Peter	method for the direct estimation of floor acceleration spectra for elastic and inelastic MDOF structures	2495-2511

Autor(en)

Titel

Seite(n)

Mathey, Charlie / Feau, Cyril / Politopoulos, Ioannis / Clair, David / Baillet, Laurent / Fogli, Michel

Behavior of rigid blocks with geometrical defects under seismic motion: an experimental and numerical study

2455-2474

Harrington, Cody C. / Liel, Abbie B.

Collapse assessment of moment frame buildings, considering vertical ground shaking

2475-2493

Hazaveh, Nikoo Kh. / Rodgers, Geoffrey W. / Pampanin, Stefano / Chase, J. Geoffrey

Damping reduction factors and code-based design equation for structures using semi-active viscous dampers

2533-2550

Fardadi, Mahshid / Jabbari, Faryar / Zareian, Farzin

Effectiveness of resettable energy dissipating devices in seismic response modification of elastic SDoF systems

2571-2588

Li, Yong / Conte, Joel P.

Effects of seismic isolation on the seismic response of a California high-speed rail prototype bridge with soil-structure and track-structure interactions

2415-2434

Erazo, K. / Hernandez, E. M.

High-resolution seismic monitoring of instrumented buildings using a model-based state observer

2513-2531

Huang, Jing-Qi / Du, Xiu-Li / Jin, Liu / Zhao, Mi

Impact of incident angles of P waves on the dynamic responses of long lined tunnels

2435-2454

Singhal, Vaibhav / Rai, Durgesh C.

In-plane and out-of-plane behavior of confined masonry walls for various toothing and openings details and prediction of their strength and stiffness

2551-2569

Vukobratović, Vladimir / Fajfar, Peter

method for the direct estimation of floor acceleration spectra for elastic and inelastic MDOF structures

2495-2511

Anzeige

Earthquake Engineering and Structural Dynamics - v. 45, n. 15 (Dezember 2016)

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

Earthquake Engineering and Structural Dynamics - v. 45, n. 15 (Dezember 2016)

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.