Bulletin of Earthquake Engineering - v. 5, n. 3 (Juni 2007)

Erschienen:	Juni 2007

Autor(en)	Titel	Seite(n)
Casarotti, Chiara / Pinho, Rui	An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action	377-390
Kappos, Andreas J. / Antoniadis, P.	A contribution to seismic shear design of R/C walls in dual structures	443-466
Anastasopoulos, Ioannis / Gazetas, George	Foundation–structure systems over a rupturing normal fault: Part I. Observations after the Kocaeli 1999 earthquake	253-275
Anastasopoulos, Ioannis / Gazetas, George	Foundation–structure systems over a rupturing normal fault: Part II. Analysis of the Kocaeli case histories	277-301
Douglas, John	Inferred ground motions on Guadeloupe during the 2004 Les Saintes earthquake	363-376
Lagaros, Nikos D.	Life-cycle cost analysis of design practices for RC framed structures	425-442
Timosidis, D. / Pantazopoulou, S. J.	Limit state model for R.C. bridge joints under seismic loading	391-423
Lopez-Caballero, Fernando / Modaressi-Farahmand Razavi, Arézou / Modaressi, Hormoz	Nonlinear numerical method for earthquake site response analysis I — elastoplastic cyclic model and parameter identification strategy	303-323
Foerster, Evelyne / Modaressi, Hormoz	Nonlinear numerical method for earthquake site response analysis II — case studies	325-345
Guéguen, Philippe / Michel, Clotaire / LeCorre, Laele	A simplified approach for vulnerability assessment in moderate-to-low seismic hazard regions: application to Grenoble (France)	467-490
Strollo, A. / Richwalski, S. M. / Parolai, S. / Gallipoli, M. R. / Mucciarelli, M. / Caputo, R.	Site effects of the 2002 Molise earthquake, Italy: analysis of strong motion, ambient noise, and synthetic data from 2D modelling in San Giuliano di Puglia	347-362

Autor(en)

Titel

Seite(n)

Casarotti, Chiara / Pinho, Rui

An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action

377-390

Kappos, Andreas J. / Antoniadis, P.

A contribution to seismic shear design of R/C walls in dual structures

443-466

Anastasopoulos, Ioannis / Gazetas, George

Foundation–structure systems over a rupturing normal fault: Part I. Observations after the Kocaeli 1999 earthquake

253-275

Anastasopoulos, Ioannis / Gazetas, George

Foundation–structure systems over a rupturing normal fault: Part II. Analysis of the Kocaeli case histories

277-301

Douglas, John

Inferred ground motions on Guadeloupe during the 2004 Les Saintes earthquake

363-376

Lagaros, Nikos D.

Life-cycle cost analysis of design practices for RC framed structures

425-442

Timosidis, D. / Pantazopoulou, S. J.

Limit state model for R.C. bridge joints under seismic loading

391-423

Lopez-Caballero, Fernando / Modaressi-Farahmand Razavi, Arézou / Modaressi, Hormoz

Nonlinear numerical method for earthquake site response analysis I — elastoplastic cyclic model and parameter identification strategy

303-323

Foerster, Evelyne / Modaressi, Hormoz

Nonlinear numerical method for earthquake site response analysis II — case studies

325-345

Guéguen, Philippe / Michel, Clotaire / LeCorre, Laele

A simplified approach for vulnerability assessment in moderate-to-low seismic hazard regions: application to Grenoble (France)

467-490

Strollo, A. / Richwalski, S. M. / Parolai, S. / Gallipoli, M. R. / Mucciarelli, M. / Caputo, R.

Site effects of the 2002 Molise earthquake, Italy: analysis of strong motion, ambient noise, and synthetic data from 2D modelling in San Giuliano di Puglia

347-362

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Bulletin of Earthquake Engineering - v. 5, n. 3 (Juni 2007)

Artikel in dieser Ausgabe

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Bulletin of Earthquake Engineering - v. 5, n. 3 (Juni 2007)

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.