Earthquakes and Structures - v. 3, n. 3-4 (Juni 2012)

Erschienen:	Juni 2012

Autor(en)	Titel	Seite(n)
Tornello, Miguel Eduardo / Sarrazin, Mauricio	Base-isolated building with high-damping spring system subjected to near fault earthquakes	315-340
Zerva, A. / Morikawa, H. / Sawada, S.	Criteria for processing response-spectrum-compatible seismic accelerations simulated via spectral representation	341-363
Giaralis, Agathoklis / Spanos, Pol D.	Derivation of response spectrum compatible non-stationary stochastic processes relying on Monte Carlo-based peak factor estimation	581-609
Ayala, A. Gustavo / Castellanos, Hugo / López, Saúl	A displacement-based seismic design method with damage control for RC buildings	413-434
Yu, Chih-Peng / Cheng, Chia-Chi	Dynamic analysis of a cable-stayed bridge using continuous formulation of 1-D linear member	271-295
Lotfi, Vahid / Samii, Ali	Dynamic analysis of concrete gravity dam-reservoir systems by wavenumber approach in the frequency domain	533-548
Lee, Jin Ho / Kim, Jae Kwan / Tassoulas, John L.	Dynamic analysis of foundations in a layered half-space using a consistent transmitting boundary	203-230
Kaynia, Amir M.	Dynamic response of pile foundations with flexible slabs	495-506
Kim, Yong-Seok	Effect of poorly-compacted backfill around embedded foundations on building seismic response	549-561
Guddati, Murthy / Savadatti, Siddharth	Efficient and accurate domain-truncation techniques for seismic soil-structure interaction	563-580
Papaleontiou, Chryssis G. / Tassoulas, John L.	Evaluation of dam strength by finite element analysis	457-471
Olmos, B. A. / Jara, J. M. / Jara, M.	Influence of some relevant parameters in the seismic vulnerability of RC bridges	365-381
Loulelis, D. / Hatzigeorgiou, G. D. / Beskos, D. E.	Moment resisting steel frames under repeated earthquakes	231-248
Tong, Jian-Hua / Liao, Shu-Tao / Liu, Kang-You	Numerical and experimental study on evaluating the depth of caisson foundation with Sonic Echo method	519-532
Nogueira, Andre C.	Rationally modeling collapse due to bending and external pressure in pipelines	473-494
Antonopoulos, T. A. / Anagnostopoulos, S. A.	Seismic evaluation and upgrading of RC buildings with weak open ground stories	611-628
Sánchez-Sesma, Francisco J. / Rodríguez-Castellanos, Alejandro / Perez-Gavilan, Juan J. / Marengo-Mogollon, Humberto / Pérez-Rocha, Luis E. / Luzón, Francisco	Some properties of the Green's function of simplified elastodynamic problems	507-518
Kampas, G. / Makris, N.	Time and frequency domain identification of seismically isolated structures: advantages and limitations	249-270
Romero, A. / Galvín, P. / Dominguez, J.	A time domain analysis of train induced vibrations	297-313
Constantopoulos, Ioannis V. / Van Wessem, Yukiko / Verbrugge, Jean-Claude	Vertical response spectra for an impact on ground surface	435-455
Meza Fajardo, Kristel C. / Papageorgiou, Apostolos S.	Wave propagation in unbounded elastic domains using the spectral element method: formulation	383-411

Autor(en)

Titel

Seite(n)

Tornello, Miguel Eduardo / Sarrazin, Mauricio

Base-isolated building with high-damping spring system subjected to near fault earthquakes

315-340

Zerva, A. / Morikawa, H. / Sawada, S.

Criteria for processing response-spectrum-compatible seismic accelerations simulated via spectral representation

341-363

Giaralis, Agathoklis / Spanos, Pol D.

Derivation of response spectrum compatible non-stationary stochastic processes relying on Monte Carlo-based peak factor estimation

581-609

Ayala, A. Gustavo / Castellanos, Hugo / López, Saúl

A displacement-based seismic design method with damage control for RC buildings

413-434

Yu, Chih-Peng / Cheng, Chia-Chi

Dynamic analysis of a cable-stayed bridge using continuous formulation of 1-D linear member

271-295

Lotfi, Vahid / Samii, Ali

Dynamic analysis of concrete gravity dam-reservoir systems by wavenumber approach in the frequency domain

533-548

Lee, Jin Ho / Kim, Jae Kwan / Tassoulas, John L.

Dynamic analysis of foundations in a layered half-space using a consistent transmitting boundary

203-230

Kaynia, Amir M.

Dynamic response of pile foundations with flexible slabs

495-506

Kim, Yong-Seok

Effect of poorly-compacted backfill around embedded foundations on building seismic response

549-561

Guddati, Murthy / Savadatti, Siddharth

Efficient and accurate domain-truncation techniques for seismic soil-structure interaction

563-580

Papaleontiou, Chryssis G. / Tassoulas, John L.

Evaluation of dam strength by finite element analysis

457-471

Olmos, B. A. / Jara, J. M. / Jara, M.

Influence of some relevant parameters in the seismic vulnerability of RC bridges

365-381

Loulelis, D. / Hatzigeorgiou, G. D. / Beskos, D. E.

Moment resisting steel frames under repeated earthquakes

231-248

Tong, Jian-Hua / Liao, Shu-Tao / Liu, Kang-You

Numerical and experimental study on evaluating the depth of caisson foundation with Sonic Echo method

519-532

Nogueira, Andre C.

Rationally modeling collapse due to bending and external pressure in pipelines

473-494

Antonopoulos, T. A. / Anagnostopoulos, S. A.

Seismic evaluation and upgrading of RC buildings with weak open ground stories

611-628

Sánchez-Sesma, Francisco J. / Rodríguez-Castellanos, Alejandro / Perez-Gavilan, Juan J. / Marengo-Mogollon, Humberto / Pérez-Rocha, Luis E. / Luzón, Francisco

Some properties of the Green's function of simplified elastodynamic problems

507-518

Kampas, G. / Makris, N.

Time and frequency domain identification of seismically isolated structures: advantages and limitations

249-270

Romero, A. / Galvín, P. / Dominguez, J.

A time domain analysis of train induced vibrations

297-313

Constantopoulos, Ioannis V. / Van Wessem, Yukiko / Verbrugge, Jean-Claude

Vertical response spectra for an impact on ground surface

435-455

Meza Fajardo, Kristel C. / Papageorgiou, Apostolos S.

Wave propagation in unbounded elastic domains using the spectral element method: formulation

383-411

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Earthquakes and Structures - v. 3, n. 3-4 (Juni 2012)

Artikel in dieser Ausgabe

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Earthquakes and Structures - v. 3, n. 3-4 (Juni 2012)

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.