Engineering Structures - v. 32, n. 10 (octobre 2010)

Publié:	octobre 2010

Auteur(s)	Titre	Page(s)
Meneghetti, Giovanni / Rossi, Barbara	An analytical model based on lumped parameters for the dynamic analysis of church bells	3363-3376
Yu, Yi-Jer / Tsai, Keh-Chyuan / Weng, Yuan-Tao / Lin, Bo-Zhou / Lin, Jui-Liang	Analytical studies of a full-scale steel building shaken to collapse	3418-3430
Durucan, Cengizhan / Dicleli, Murat	Analytical study on seismic retrofitting of reinforced concrete buildings using steel braces with shear link	2995-3010
Bitaraf, Maryam / Ozbulut, Osman E. / Hurlebaus, Stefan / Barroso, Luciana	Application of semi-active control strategies for seismic protection of buildings with MR dampers	3040-3047
Rivas-Trujillo, Edwin / Laniado-Jácome, Edwin / San-Román, José Luis / Díaz, Vicente	Characterizing the diverter switch of a load tap changer in a transformer using wavelet and modal analysis	3011-3017
Málaga-Chuquitaype, C. / Elghazouli, A. Y.	Component-based mechanical models for blind-bolted angle connections	3048-3067
Elmenshawi, Abdelsamie / Sorour, Mohamed / Mufti, Aftab / Jaeger, Leslie G. / Shrive, Nigel	Damping mechanisms and damping ratios in vibrating unreinforced stone masonry	3269-3278
Zanuy, Carlos / De La Fuente, Pablo / Albajar, Luis	Estimation of parameters defining negative tension stiffening	3355-3362
Kiviste, Mihkel / Miljan, Jaan	Evaluation of residual flexural capacity of existing pre-cast pre-stressed concrete panels—A case study	3377-3383
Han, Lin-Hai / Wang, Wei-Hua / Yu, Hong-Xia	Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire	3130-3144
Keerthan, Poologanathan / Mahendran, Mahen	Experimental studies on the shear behaviour and strength of LiteSteel beams	3235-3247
Pisani, Marco A. / Ballio, Francesco	Feasibility analysis of a movable bridge compensating for clearance deficit during floods	3338-3343
Martins, Alberto M. B. / Rodrigues, João Paulo C.	Fire resistance of reinforced concrete columns with elastically restrained thermal elongation	3330-3337
Roh, Hwasung / Reinhorn, Andrei M.	Hysteretic behavior of precast segmental bridge piers with superelastic shape memory alloy bars	3394-3403
Schubert, Sandy / Gsell, Daniel / Steiger, René / Feltrin, Glauco	Influence of asphalt pavement on damping ratio and resonance frequencies of timber bridges	3122-3129
Schnabl, S. / Planinc, I.	The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip	3103-3111
Kassoul, Amar / Bougara, Abdelkader	Maximum ratio of longitudinal tensile reinforcement in high strength doubly reinforced concrete beams designed according to Eurocode 8	3206-3213
Kim, Yail J. / Harries, Kent A.	Modeling of timber beams strengthened with various CFRP composites	3225-3234
Heidarpour, Amin / Pham, Tung Hoang / Bradford, Mark Andrew	Nonlinear thermoelastic analysis of composite steel–concrete arches including partial interaction and elevated temperature loading	3248-3257
Tang, Edmond K. C. / Hao, Hong	Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations	3180-3192
Hao, Hong / Tang, Edmond K. C.	Numerical simulation of a cable-stayed bridge response to blast loads, Part II: Damage prediction and FRP strengthening	3193-3205
Alvarado, Yezid A. / Calderón, Pedro A. / Gasch, Isabel / Adam, José M.	A numerical study into the evolution of loads on shores and slabs during construction of multistorey buildings. Comparison of partial striking with other techniques	3093-3102
Chatjigeorgiou, Ioannis K.	On the effect of internal flow on vibrating catenary risers in three dimensions	3313-3329
Mozos, C. M. / Aparicio, Á. C.	Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part I: Bending moment acting on the deck	3288-3300
Mozos, C. M. / Aparicio, Á. C.	Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays	3301-3312
Fernandez, George / Masters, Forrest J. / Gurley, Kurtis R.	Performance of hurricane shutters under impact by roof tiles	3384-3393
Sebastian, Wendel M. / Keller, Thomas / Luke, Sam / Ross, Joel	Polymer concrete–GRP plate hybrid joints for transverse moment–shear continuity in GRP bridge decks	3214-3224
Fernández, J. / Pernía, A. / Martínez-de-Pisón, F. J. / Lostado, R.	Prediction models for calculating bolted connections using data mining techniques and the finite element method	3018-3027
El Hassan, Jinane / Bressolette, Philippe / Chateauneuf, Alaa / El Tawil, Khaled	Reliability-based assessment of the effect of climatic conditions on the corrosion of RC structures subject to chloride ingress	3279-3287
Garcia, Reyes / Hajirasouliha, Iman / Pilakoutas, Kypros	Seismic behaviour of deficient RC frames strengthened with CFRP composites	3075-3085
Di Egidio, A. / Contento, A.	Seismic response of a non-symmetric rigid block on a constrained oscillating base	3028-3039
Zubydan, Ahmed H.	A simplified model for inelastic second order analysis of planar frames	3258-3268
Bao, Yihai / Kunnath, Sashi K.	Simplified progressive collapse simulation of RC frame–wall structures	3153-3162
Challamel, Noël / Nicot, François / Lerbet, Jean / Darve, Félix	Stability of non-conservative elastic structures under additional kinematics constraints	3086-3092
Lam, H. F. / Yin, T.	Statistical detection of multiple cracks on thin plates utilizing dynamic response	3145-3152
Moon, Kyoung Sun	Stiffness-based design methodology for steel braced tube structures: A sustainable approach	3163-3170
Lindorf, Alexander / Curbach, Manfred	S–N curves for fatigue of bond in reinforced concrete structures under transverse tension	3068-3074
Pujol, S. / Fick, D.	The test of a full-scale three-story RC structure with masonry infill walls	3112-3121
Minghini, F. / Tullini, N. / Laudiero, F.	Vibration analysis of pultruded FRP frames with semi-rigid connections	3344-3354
Lin, Chi-Chang / Lu, Lyan-Ywan / Lin, Ging-Long / Yang, Ting-Wei	Vibration control of seismic structures using semi-active friction multiple tuned mass dampers	3404-3417
Zuo, Delong / Letchford, Chris W.	Wind-induced vibration of a traffic-signal-support structure with cantilevered tapered circular mast arm	3171-3179

Auteur(s)

Titre

Page(s)

Meneghetti, Giovanni / Rossi, Barbara

An analytical model based on lumped parameters for the dynamic analysis of church bells

3363-3376

Yu, Yi-Jer / Tsai, Keh-Chyuan / Weng, Yuan-Tao / Lin, Bo-Zhou / Lin, Jui-Liang

Analytical studies of a full-scale steel building shaken to collapse

3418-3430

Durucan, Cengizhan / Dicleli, Murat

Analytical study on seismic retrofitting of reinforced concrete buildings using steel braces with shear link

2995-3010

Bitaraf, Maryam / Ozbulut, Osman E. / Hurlebaus, Stefan / Barroso, Luciana

Application of semi-active control strategies for seismic protection of buildings with MR dampers

3040-3047

Rivas-Trujillo, Edwin / Laniado-Jácome, Edwin / San-Román, José Luis / Díaz, Vicente

Characterizing the diverter switch of a load tap changer in a transformer using wavelet and modal analysis

3011-3017

Málaga-Chuquitaype, C. / Elghazouli, A. Y.

Component-based mechanical models for blind-bolted angle connections

3048-3067

Elmenshawi, Abdelsamie / Sorour, Mohamed / Mufti, Aftab / Jaeger, Leslie G. / Shrive, Nigel

Damping mechanisms and damping ratios in vibrating unreinforced stone masonry

3269-3278

Zanuy, Carlos / De La Fuente, Pablo / Albajar, Luis

Estimation of parameters defining negative tension stiffening

3355-3362

Kiviste, Mihkel / Miljan, Jaan

Evaluation of residual flexural capacity of existing pre-cast pre-stressed concrete panels—A case study

3377-3383

Han, Lin-Hai / Wang, Wei-Hua / Yu, Hong-Xia

Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire

3130-3144

Keerthan, Poologanathan / Mahendran, Mahen

Experimental studies on the shear behaviour and strength of LiteSteel beams

3235-3247

Pisani, Marco A. / Ballio, Francesco

Feasibility analysis of a movable bridge compensating for clearance deficit during floods

3338-3343

Martins, Alberto M. B. / Rodrigues, João Paulo C.

Fire resistance of reinforced concrete columns with elastically restrained thermal elongation

3330-3337

Roh, Hwasung / Reinhorn, Andrei M.

Hysteretic behavior of precast segmental bridge piers with superelastic shape memory alloy bars

3394-3403

Schubert, Sandy / Gsell, Daniel / Steiger, René / Feltrin, Glauco

Influence of asphalt pavement on damping ratio and resonance frequencies of timber bridges

3122-3129

Schnabl, S. / Planinc, I.

The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip

3103-3111

Kassoul, Amar / Bougara, Abdelkader

Maximum ratio of longitudinal tensile reinforcement in high strength doubly reinforced concrete beams designed according to Eurocode 8

3206-3213

Kim, Yail J. / Harries, Kent A.

Modeling of timber beams strengthened with various CFRP composites

3225-3234

Heidarpour, Amin / Pham, Tung Hoang / Bradford, Mark Andrew

Nonlinear thermoelastic analysis of composite steel–concrete arches including partial interaction and elevated temperature loading

3248-3257

Tang, Edmond K. C. / Hao, Hong

Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations

3180-3192

Hao, Hong / Tang, Edmond K. C.

Numerical simulation of a cable-stayed bridge response to blast loads, Part II: Damage prediction and FRP strengthening

3193-3205

Alvarado, Yezid A. / Calderón, Pedro A. / Gasch, Isabel / Adam, José M.

A numerical study into the evolution of loads on shores and slabs during construction of multistorey buildings. Comparison of partial striking with other techniques

3093-3102

Chatjigeorgiou, Ioannis K.

On the effect of internal flow on vibrating catenary risers in three dimensions

3313-3329

Mozos, C. M. / Aparicio, Á. C.

Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part I: Bending moment acting on the deck

3288-3300

Mozos, C. M. / Aparicio, Á. C.

Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays

3301-3312

Fernandez, George / Masters, Forrest J. / Gurley, Kurtis R.

Performance of hurricane shutters under impact by roof tiles

3384-3393

Sebastian, Wendel M. / Keller, Thomas / Luke, Sam / Ross, Joel

Polymer concrete–GRP plate hybrid joints for transverse moment–shear continuity in GRP bridge decks

3214-3224

Fernández, J. / Pernía, A. / Martínez-de-Pisón, F. J. / Lostado, R.

Prediction models for calculating bolted connections using data mining techniques and the finite element method

3018-3027

El Hassan, Jinane / Bressolette, Philippe / Chateauneuf, Alaa / El Tawil, Khaled

Reliability-based assessment of the effect of climatic conditions on the corrosion of RC structures subject to chloride ingress

3279-3287

Garcia, Reyes / Hajirasouliha, Iman / Pilakoutas, Kypros

Seismic behaviour of deficient RC frames strengthened with CFRP composites

3075-3085

Di Egidio, A. / Contento, A.

Seismic response of a non-symmetric rigid block on a constrained oscillating base

3028-3039

Zubydan, Ahmed H.

A simplified model for inelastic second order analysis of planar frames

3258-3268

Bao, Yihai / Kunnath, Sashi K.

Simplified progressive collapse simulation of RC frame–wall structures

3153-3162

Challamel, Noël / Nicot, François / Lerbet, Jean / Darve, Félix

Stability of non-conservative elastic structures under additional kinematics constraints

3086-3092

Lam, H. F. / Yin, T.

Statistical detection of multiple cracks on thin plates utilizing dynamic response

3145-3152

Moon, Kyoung Sun

Stiffness-based design methodology for steel braced tube structures: A sustainable approach

3163-3170

Lindorf, Alexander / Curbach, Manfred

S–N curves for fatigue of bond in reinforced concrete structures under transverse tension

3068-3074

Pujol, S. / Fick, D.

The test of a full-scale three-story RC structure with masonry infill walls

3112-3121

Minghini, F. / Tullini, N. / Laudiero, F.

Vibration analysis of pultruded FRP frames with semi-rigid connections

3344-3354

Lin, Chi-Chang / Lu, Lyan-Ywan / Lin, Ging-Long / Yang, Ting-Wei

Vibration control of seismic structures using semi-active friction multiple tuned mass dampers

3404-3417

Zuo, Delong / Letchford, Chris W.

Wind-induced vibration of a traffic-signal-support structure with cantilevered tapered circular mast arm

3171-3179

Publicité

Engineering Structures - v. 32, n. 10 (octobre 2010)

Articles dans ce numéro

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Engineering Structures - v. 32, n. 10 (octobre 2010)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.