Bulletin of Earthquake Engineering - v. 15, n. 7 (Dezember 2016)

Erschienen:	Dezember 2016

Autor(en)	Titel	Seite(n)
Rupakhety, R. / Olafsson, S. / Halldorsson, B.	The 2015 Mw 7.8 Gorkha Earthquake in Nepal and its aftershocks: analysis of strong ground motion	2587-2616
Pecce, M. / Ceroni, F. / Maddaloni, G. / Iannuzzella, V.	Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures	3125-3149
Vukobratović, Vladimir / Fajfar, Peter	Code-oriented floor acceleration spectra for building structures	3013-3026
Manfredi, Vincenzo / Masi, Angelo	Consistency of analysis methods considered in EC8-3 for the seismic assessment of RC existing buildings	3027-3051
Valente, Marco / Barbieri, Gaia / Biolzi, Luigi	Damage assessment of three medieval churches after the 2012 Emilia earthquake	2939-2980
Ozmen, Hayri Baytan	Developing hybrid parameters for measuring damage potential of earthquake records: case for RC building stock	3083-3101
Du, Wenqi	An empirical model for the mean period (Tm) of ground motions using the NGA-West2 database	2673-2693
Nhan, Tran Thanh / Matsuda, Hiroshi / Sato, Hidemasa	A model for multi-directional cyclic shear-induced pore water pressure and settlement on clays	2761-2784
Çağnan, Zehra / Akkar, Sinan / Kale, Özkan / Sandıkkaya, Abdullah	A model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV), and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East	2617-2643
Bozza, Anna / Asprone, Domenico / Jalayer, Fatemeh / Manfredi, Gaetano	National-level prediction of expected seismic loss based on historical catalogue	2853-2877
Andreotti, G. / Lai, C. G.	A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part I: theoretical formulation	2785-2801
Andreotti, G. / Lai, C. G.	A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part II: validation and application to a dynamic soil–structure interaction problem	2803-2825
Evangelista, Lorenza / del Gaudio, Sergio / Smerzini, Chiara / d'Onofrio, Anna / Festa, Gaetano / Iervolino, Iunio / Landolfi, Luigi / Paolucci, Roberto / Santo, Antonio / Silvestri, Francesco	Physics-based seismic input for engineering applications: a case study in the Aterno river valley, Central Italy	2645-2671
Aninthaneni, Pavan K. / Dhakal, Rajesh P.	Prediction of lateral stiffness and fundamental period of concentrically braced frame buildings	3053-3082
Sokolov, Vladimir / Zahran, Hani Mahmoud / Youssef, Salah El-Hadidy / El-Hadidy, Mahmoud / Alraddadi, Wael Wassel	Probabilistic seismic hazard assessment for Saudi Arabia using spatially smoothed seismicity and analysis of hazard uncertainty	2695-2735
Gulerce, Zeynep / Balal, Onur	Probabilistic seismic hazard assessment for sliding displacement of slopes: an application in Turkey	2737-2760
Shakib, Hamzeh / Homaei, Farshad	Probabilistic seismic performance assessment of the soil-structure interaction effect on seismic response of mid-rise setback steel buildings	2827-2851
Ozturk, Baki	Seismic behavior of two monumental buildings in historical Cappadocia region of Turkey	3103-3123
Su, Qiwang / Cai, Gaochuang / Cai, Hongru	Seismic behaviour of full-scale hollow bricks-infilled RC frames under cyclic loads	2981-3012
Kongar, I. / Giovinazzi, S. / Rossetto, T.	Seismic performance of buried electrical cables: evidence-based repair rates and fragility functions	3151-3181
Lamego, Paula / Lourenço, Paulo B. / Sousa, Maria L. / Marques, Rui	Seismic vulnerability and risk analysis of the old building stock at urban scale: application to a neighbourhood in Lisbon	2901-2937
Ferreira, Tiago Miguel / Maio, Rui / Vicente, Romeu	Seismic vulnerability assessment of the old city centre of Horta, Azores: calibration and application of a seismic vulnerability index method	2879-2899

Autor(en)

Titel

Seite(n)

Rupakhety, R. / Olafsson, S. / Halldorsson, B.

The 2015 Mw 7.8 Gorkha Earthquake in Nepal and its aftershocks: analysis of strong ground motion

2587-2616

Pecce, M. / Ceroni, F. / Maddaloni, G. / Iannuzzella, V.

Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures

3125-3149

Vukobratović, Vladimir / Fajfar, Peter

Code-oriented floor acceleration spectra for building structures

3013-3026

Manfredi, Vincenzo / Masi, Angelo

Consistency of analysis methods considered in EC8-3 for the seismic assessment of RC existing buildings

3027-3051

Valente, Marco / Barbieri, Gaia / Biolzi, Luigi

Damage assessment of three medieval churches after the 2012 Emilia earthquake

2939-2980

Ozmen, Hayri Baytan

Developing hybrid parameters for measuring damage potential of earthquake records: case for RC building stock

3083-3101

Du, Wenqi

An empirical model for the mean period (Tm) of ground motions using the NGA-West2 database

2673-2693

Nhan, Tran Thanh / Matsuda, Hiroshi / Sato, Hidemasa

A model for multi-directional cyclic shear-induced pore water pressure and settlement on clays

2761-2784

Çağnan, Zehra / Akkar, Sinan / Kale, Özkan / Sandıkkaya, Abdullah

A model for predicting vertical component peak ground acceleration (PGA), peak ground velocity (PGV), and 5% damped pseudospectral acceleration (PSA) for Europe and the Middle East

2617-2643

Bozza, Anna / Asprone, Domenico / Jalayer, Fatemeh / Manfredi, Gaetano

National-level prediction of expected seismic loss based on historical catalogue

2853-2877

Andreotti, G. / Lai, C. G.

A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part I: theoretical formulation

2785-2801

Andreotti, G. / Lai, C. G.

A nonlinear constitutive model for beam elements with cyclic degradation and damage assessment for advanced dynamic analyses of geotechnical problems. Part II: validation and application to a dynamic soil–structure interaction problem

2803-2825

Evangelista, Lorenza / del Gaudio, Sergio / Smerzini, Chiara / d'Onofrio, Anna / Festa, Gaetano / Iervolino, Iunio / Landolfi, Luigi / Paolucci, Roberto / Santo, Antonio / Silvestri, Francesco

Physics-based seismic input for engineering applications: a case study in the Aterno river valley, Central Italy

2645-2671

Aninthaneni, Pavan K. / Dhakal, Rajesh P.

Prediction of lateral stiffness and fundamental period of concentrically braced frame buildings

3053-3082

Sokolov, Vladimir / Zahran, Hani Mahmoud / Youssef, Salah El-Hadidy / El-Hadidy, Mahmoud / Alraddadi, Wael Wassel

Probabilistic seismic hazard assessment for Saudi Arabia using spatially smoothed seismicity and analysis of hazard uncertainty

2695-2735

Gulerce, Zeynep / Balal, Onur

Probabilistic seismic hazard assessment for sliding displacement of slopes: an application in Turkey

2737-2760

Shakib, Hamzeh / Homaei, Farshad

Probabilistic seismic performance assessment of the soil-structure interaction effect on seismic response of mid-rise setback steel buildings

2827-2851

Ozturk, Baki

Seismic behavior of two monumental buildings in historical Cappadocia region of Turkey

3103-3123

Su, Qiwang / Cai, Gaochuang / Cai, Hongru

Seismic behaviour of full-scale hollow bricks-infilled RC frames under cyclic loads

2981-3012

Kongar, I. / Giovinazzi, S. / Rossetto, T.

Seismic performance of buried electrical cables: evidence-based repair rates and fragility functions

3151-3181

Lamego, Paula / Lourenço, Paulo B. / Sousa, Maria L. / Marques, Rui

Seismic vulnerability and risk analysis of the old building stock at urban scale: application to a neighbourhood in Lisbon

2901-2937

Ferreira, Tiago Miguel / Maio, Rui / Vicente, Romeu

Seismic vulnerability assessment of the old city centre of Horta, Azores: calibration and application of a seismic vulnerability index method

2879-2899

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Bulletin of Earthquake Engineering - v. 15, n. 7 (Dezember 2016)

Artikel in dieser Ausgabe

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Bulletin of Earthquake Engineering - v. 15, n. 7 (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.