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Earthquake Engineering and Structural Dynamics - v. 36, n. 14 (novembre 2007)

Publié:	novembre 2007

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Sankaranarayanan, Ragunath / Medina, Ricardo A.	Acceleration response modification factors for nonstructural components attached to inelastic moment-resisting frame structures	2189-2210
Rossi, Pier Paolo	A design procedure for tied braced frames	2227-2248
Sato, Yuichi / Naganuma, Kazuhiro	Discrete-like crack simulation by smeared crack-based FEM for reinforced concrete	2137-2152
Surahman, Adang	Earthquake-resistant structural design through energy demand and capacity	2099-2117
De Lorenzis, Laura / Dejong, Matthew / Ochsendorf, John	Failure of masonry arches under impulse base motion	2119-2136
Liingaard, Morten / Andersen, Lars / Ibsen, Lars Bo	Impedance of flexible suction caissons	2249-2271
Bradley, Brendon A. / Dhakal, Rajesh P. / Cubrinovski, Misko / Mander, John B. / MacRae, Greg A.	Improved seismic hazard model with application to probabilistic seismic demand analysis	2211-2225
Asimakopoulos, Aristidis V. / Karabalis, Dimitris L. / Beskos, Dimitri E.	Inclusion ofP–Δ effect in displacement-based seismic design of steel moment resisting frames	2171-2188
Saadeghvaziri, M. Ala / Yazdani-Motlagh, A.	Inelastic seismic response of stiffening systems and development of demand spectrum: Application to MSSS bridges	2153-2169
Chou, Chung-Che / Wu, Chia-Ching	Performance evaluation of steel reduced flange plate moment connections	2083-2097

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IssueID
15228
Publié(e) le:
06.12.2018
Modifié(e) le:
28.07.2019

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