Engineering Structures - septembre 2013

Publié:	septembre 2013

Auteur(s)	Titre	Page(s)
Ding, Jie / Chen, Xinzhong	Assessing small failure probability by importance splitting method and its application to wind turbine extreme response prediction	180-191
Lázaro, Mario / Pérez-aparicio, José L.	Dynamic analysis of frame structures with free viscoelastic layers: New closed-form solutions of eigenvalues and a viscous approach	69-81
Li, Bo / Bi, Kaiming / Chouw, Nawawi / Butterworth, John W. / Hao, Hong	Effect of abutment excitation on bridge pounding	57-68
Omikrine Metalssi, Othman / Douthe, Cyril / Presepi, Martina / Mondardini, Lucia / Brocato, Maurizio	Experimental study on reinforced stone beams	1-8
Yang, Bo / Tan, Kang Hai	Experimental tests of different types of bolted steel beam–column joints under a central-column-removal scenario	112-130
Sousa, Carlos / Rocha, João Francisco / Calçada, Rui / Serra Neves, Afonso	Fatigue analysis of box-girder webs subjected to in-plane shear and transverse bending induced by railway traffic	248-261
Zhang, Wei / Cai, C. S. / Pan, Fang	Finite element modeling of bridges with equivalent orthotropic material method for multi-scale dynamic loads	82-93
Harris, Devin K. / Gheitasi, Amir	Implementation of an energy-based stiffened plate formulation for lateral load distribution characteristics of girder-type bridges	168-179
Kodur, V. K. R. / Naser, M. Z.	Importance factor for design of bridges against fire hazard	207-220
Eftekhar Azam, Saeed / Mariani, Stefano	Investigation of computational and accuracy issues in POD-based reduced order modeling of dynamic structural systems	150-167
Lamprou, Alexandros / Jia, Gaofeng / Taflanidis, Alexandros A.	Life-cycle seismic loss estimation and global sensitivity analysis based on stochastic ground motion modeling	192-206
Chen, Yiyi / Dong, Baiping	Modified equation for stability computation of round HSS beam–column subject to biaxial moments	23-33
Giardina, Giorgia / van de Graaf, Anne V. / Hendriks, Max A. N. / Rots, Jan G. / Marini, Alessandra	Numerical analysis of a masonry façade subject to tunnelling-induced settlements	234-247
Zhang, Z. / Balendra, T.	Passive control of bilinear hysteretic structures by tuned mass damper for narrow band seismic motions	103-111
Thanh, Le / Itoh, Yoshito	Performance of curved steel bridge railings subjected to truck collisions	34-46
Masoero, E. / Darò, P. / Chiaia, B. M.	Progressive collapse of 2D framed structures: An analytical model	94-102
Ricci, Ilaria / Palermo, Michele / Gasparini, Giada / Silvestri, Stefano / Trombetti, Tomaso	Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls	131-149
Petrovčič, Simon / Kilar, Vojko	Seismic failure mode interaction for the equivalent frame modeling of unreinforced masonry structures	9-22
Saydam, Duygu / Bocchini, Paolo / Frangopol, Dan M.	Time-dependent risk associated with deterioration of highway bridge networks	221-233
Datin, Peter L. / Prevatt, David O.	Using instrumented small-scale models to study structural load paths in wood-framed buildings	47-56

Auteur(s)

Titre

Page(s)

Ding, Jie / Chen, Xinzhong

Assessing small failure probability by importance splitting method and its application to wind turbine extreme response prediction

180-191

Lázaro, Mario / Pérez-aparicio, José L.

Dynamic analysis of frame structures with free viscoelastic layers: New closed-form solutions of eigenvalues and a viscous approach

69-81

Li, Bo / Bi, Kaiming / Chouw, Nawawi / Butterworth, John W. / Hao, Hong

Effect of abutment excitation on bridge pounding

57-68