Engineering Structures - April 2016

Erschienen:	April 2016

Autor(en)	Titel	Seite(n)
Chen, Jun / Li, Guo / Racic, Vitomir	Acceleration response spectrum for predicting floor vibration due to occupants jumping	71-80
Veuve, Nicolas / Safaei, Seif Dalil / Smith, Ian F. C.	Active control for mid-span connection of a deployable tensegrity footbridge	245-255
Liu, Jian / Mihaylov, Boyan I.	A comparative study of models for shear strength of reinforced concrete deep beams	81-89
Pavlou, D. G.	Dynamic response of a multi-layered FRP cylindrical shell under unsteady loading conditions	256-264
Hosseini, Seyed Jamal Aldin / Rahman, Ahmad Baharuddin Abd.	Effects of spiral confinement to the bond behavior of deformed reinforcement bars subjected to axial tension	1-13
Bruno, Luca / Sassone, Mario / Venuti, Fiammetta	Effects of the Equivalent Geometric Nodal Imperfections on the stability of single layer grid shells	184-199
Azinović, Boris / Kilar, Vojko / Koren, David	Energy-efficient solution for the foundation of passive houses in earthquake-prone regions	133-145
Ji, Chun Yan / Xue, Hong Zhi / Shi, Xing Hua / Gaidai, Oleg	Experimental and numerical study on collapse of aged jacket platforms caused by corrosion or fatigue cracking	14-22
De Risi, Maria Teresa / Ricci, Paolo / Verderame, Gerardo M. / Manfredi, Gaetano	Experimental assessment of unreinforced exterior beam–column joints with deformed bars	215-232
Park, Ho / Jeong, Seungmin / Lee, Seong-Cheol / Cho, Jae-Yeol	Flexural behavior of post-tensioned prestressed concrete girders with high-strength strands	90-99
Qiang, Xuhong / Jiang, Xu / Bijlaard, Frans S. K. / Kolstein, Henk	Mechanical properties and design recommendations of very high strength steel S960 in fire	60-70
Raftoyiannis, Ioannis G. / Michaltsos, George T.	Movable anchorage systems for vibration control of stay-cables in bridges	162-171
Strauss, A.	Numerical and monitoring based Markov Chain approaches for the fatigue life prediction of concrete structures	265-273
He, Ruili / Yang, Yang / Sneed, Lesley H.	Post-repair seismic assessment of RC bridges damaged with fractured column bars – A numerical approach	100-113
Xu, Hao / Gardoni, Paolo	Probabilistic capacity and seismic demand models and fragility estimates for reinforced concrete buildings based on three-dimensional analyses	200-214
Aboshosha, Haitham / Elawady, Amal / El Ansary, Ayman / El Damatty, Ashraf	Review on dynamic and quasi-static buffeting response of transmission lines under synoptic and non-synoptic winds	23-46
Xu, Xian / Zhang, Yunfeng / Luo, Yaozhi	Self-centering modularized link beams with post-tensioned shape memory alloy rods	47-59
Bedon, Chiara / Amadio, Claudio	Shear glass panels with point-fixed mechanical connections: Finite-Element numerical investigation and buckling design recommendations	233-244
Simões, João T. / Faria, Duarte M. V. / Ruiz, Miguel Fernández / Muttoni, Aurelio	Strength of reinforced concrete footings without transverse reinforcement according to limit analysis	146-161
Hoang, Tu / Ducharme, Kevin Thomas / Kim, Yeesock / Okumus, Pinar	Structural impact mitigation of bridge piers using tuned mass damper	287-294
Duarte, A. P. C. / Silva, B. A. / Silvestre, N. / de Brito, J. / Júlio, E. / Castro, J. M.	Tests and design of short steel tubes filled with rubberised concrete	274-286
Gil-Martín, L. M. / Carbonell-Márquez, J. F. / Fernández-Ruiz, M. A. / Hernández-Montes, E.	Theoretical and experimental short-term behavior of non-symmetrical wall pile retaining systems	172-183
Karapetrou, S. / Manakou, M. / Bindi, D. / Petrovic, B. / Pitilakis, K.	" Time-building specific" seismic vulnerability assessment of a hospital RC building using field monitoring data	114-132

Autor(en)

Titel

Seite(n)

Chen, Jun / Li, Guo / Racic, Vitomir

Acceleration response spectrum for predicting floor vibration due to occupants jumping

71-80

Veuve, Nicolas / Safaei, Seif Dalil / Smith, Ian F. C.

Active control for mid-span connection of a deployable tensegrity footbridge

245-255

Liu, Jian / Mihaylov, Boyan I.

A comparative study of models for shear strength of reinforced concrete deep beams

81-89