Engineering Structures - Januar 2012

Erschienen:	Januar 2012

Autor(en)	Titel	Seite(n)
Zhao, Xue-Mei / Wu, Yu-Fei / Leung, A. Y. T.	Analyses of plastic hinge regions in reinforced concrete beams under monotonic loading	466-482
Uva, G. / Porco, F. / Fiore, A.	Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study	514-526
Xu, Shi-Yu / Zhang, Jian	Axial–shear–flexure interaction hysteretic model for RC columns under combined actions	548-563
Asli, C. / Feng, Z.-Q. / Porcher, G. / Rincent, J.-J.	Back-calculation of elastic modulus of soil and subgrade from portable falling weight deflectometer measurements	1-7
Choi, Dong-Uk / Chun, Sung-Chul / Ha, Sang-Su	Bond strength of glass fibre-reinforced polymer bars in unconfined concrete	303-313
Eom, Tae-Sung / Kim, Jae-Yo / Park, Hong-Gun	Building analysis for inelastic earthquake design of regular moment frames and dual systems addressing moment redistribution	147-154
Dowell, Robert K. / Johnson, Timothy P.	Closed-form shear flow solution for box–girder bridges under torsion	383-390
Fogle, Emily J. / Lattimer, Brian Y. / Feih, Stefanie / Kandare, Everson / Mouritz, Adrian P. / Case, Scott W.	Compression load failure of aluminum plates due to fire	155-162
Maas, Stefan / Zürbes, Arno / Waldmann, Danièle / Waltering, Markus / Bungard, Volker / de Roeck, G.	Damage assessment of concrete structures through dynamic testing methods. Part 1 – Laboratory tests	351-362
Maas, Stefan / Zürbes, Arno / Waldmann, Danièle / Waltering, Markus / Bungard, Volker / de Roeck, G.	Damage assessment of concrete structures through dynamic testing methods. Part 2: Bridge tests	483-494
Smith-Pardo, J. Paul	Design aids for simplified nonlinear soil–structure interaction analyses	572-580
Toğan, Vedat	Design of planar steel frames using Teaching–Learning Based Optimization	225-232
Neves, S. G. M. / Azevedo, A. F. M. / Calçada, R.	A direct method for analyzing the vertical vehicle–structure interaction	414-420
Kim, Yousok / Kabeyasawa, Toshimi / Igarashi, Shunichi	Dynamic collapse test on eccentric reinforced concrete structures with and without seismic retrofit	95-110
Fakhouri, Muhannad Y. / Igarashi, Akira	Dynamic response control of multi-story structures by isolators with multiple plane sliding surfaces: A parametric study	81-94
Lu, Lyan-Ywan / Lin, Ging-Long / Shih, Ming-Hsiang	An experimental study on a generalized Maxwell model for nonlinear viscoelastic dampers used in seismic isolation	111-123
Vilhauer, Brian / Bennett, Caroline R. / Matamoros, Adolfo B. / Rolfe, Stanley T.	Fatigue behavior of welded coverplates treated with Ultrasonic Impact Treatment and bolting	163-172
Rice, Jennifer A. / Foutch, Douglas A. / LaFave, James M. / Valdovinos, Schaun	Field testing and analysis of aluminum highway sign trusses	173-186
Akiyama, Mitsuyoshi / Abe, Satoshi / Aoki, Nao / Suzuki, Motoyuki	Flexural test of precast high-strength reinforced concrete pile prestressed with unbonded bars arranged at the center of the cross-section	259-270
Seo, Junwon / Linzell, Daniel G.	Horizontally curved steel bridge seismic vulnerability assessment	21-32
Faridani, Hadi Moghadasi / Barghian, Majid	Improvement of dynamic performances of suspension footbridges by modifying the hanger systems	52-68
Trahair, Nicholas. S.	Inelastic buckling design of monosymmetric I-beams	564-571
Krauberger, N. / Bratina, S. / Saje, M. / Schnabl, S. / Planinc, I.	Inelastic buckling load of a locally weakened reinforced concrete column	278-288
Black, E. F.	Inelastic parameter estimates for regular steel moment-resisting frames	33-39
Campione, G. / Fossetti, M. / Minafò, G. / Papia, M.	Influence of steel reinforcements on the behavior of compressed high strength R.C. circular columns	371-382
Challamel, Noël / Girhammar, Ulf Arne	Lateral-torsional buckling of vertically layered composite beams with interlayer slip under uniform moment	505-513
Zhu, Songye / Shen, Wen-ai / Xu, You-Lin	Linear electromagnetic devices for vibration damping and energy harvesting: Modeling and testing	198-212
Mazzarolo, Enrico / Scotta, Roberto / Berto, Luisa / Saetta, Anna	Long anchorage bond–slip formulation for modeling of r.c. elements and joints	330-341
Aristizabal-Ochoa, J. Dario	Matrix method for stability and second-order analysis of Timoshenko beam-column structures with semi-rigid connections	289-302
Østergaard, Niels Højen / Lyckegaard, Anders / Andreasen, Jens H.	A method for prediction of the equilibrium state of a long and slender wire on a frictionless toroid applied for analysis of flexible pipe structures	391-399
Elsawaf, S. / Wang, Y. C.	Methods of improving the survival temperature in fire of steel beam connected to CFT column using reverse channel connection	132-146
Aminbaghai, M. / Murín, J. / Kutiš, V.	Modal analysis of the FGM-beams with continuous transversal symmetric and longitudinal variation of material properties with effect of large axial force	314-329
Birely, Anna C. / Lowes, Laura N. / Lehman, Dawn E.	A model for the practical nonlinear analysis of reinforced-concrete frames including joint flexibility	455-465
Dehghani, E. / Daneshjoo, F. / Aghakouchak, A. A. / Khaji, N.	A new bond-slip model for adhesive in CFRP–steel composite systems	447-454
Kong, X. / Wu, D. J. / Cai, C. S. / Liu, Y. Q.	New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibration	421-435
Chandra, Yenny / Stanciulescu, Ilinca / Eason, Thomas / Spottswood, Michael	Numerical pathologies in snap-through simulations	495-504
Loo, Wei Y. / Quenneville, Pierre / Chouw, Nawawi	A numerical study of the seismic behaviour of timber shear walls with slip-friction connectors	233-243
Chen, Wei-Wen / Yeh, Yeong-Kae / Hwang, Shyh-Jiann / Lu, Ching-Hsien / Chen, Cheng-Cheng	Out-of-plane seismic behavior and CFRP retrofitting of RC frames infilled with brick walls	213-224
Khodaie, S. / Mohamadi-Shooreh, M. R. / Mofid, M.	Parametric analyses on the initial stiffness of the SHS column base plate connections using FEM	363-370
Luo, Yangjun / Li, Alex / Kang, Zhan	Parametric study of bonded steel–concrete composite beams by using finite element analysis	40-51
Abdo, Mohamed Abdel-Basset	Parametric study of using only static response in structural damage detection	124-131
Jeong, Seong-Hoon / Mwafy, Aman M. / Elnashai, Amr S.	Probabilistic seismic performance assessment of code-compliant multi-story RC buildings	527-537
Sun, Ruirui / Huang, Zhaohui / Burgess, Ian W.	Progressive collapse analysis of steel structures under fire conditions	400-413
Dourado, N. / Pereira, F. A. M. / de Moura, M. F. S. F. / Morais, J. J. L.	Repairing wood beams under bending using carbon–epoxy composites	342-350
Rainieri, C. / Fabbrocino, G. / Manfredi, G. / Dolce, M.	Robust output-only modal identification and monitoring of buildings in the presence of dynamic interactions for rapid post-earthquake emergency management	436-446
Fiorino, Luigi / Iuorio, Ornella / Landolfo, Raffaele	Seismic analysis of sheathing-braced cold-formed steel structures	538-547
Álvarez, J. J. / Aparicio, Á. C. / Jara, J. M. / Jara, M.	Seismic assessment of a long-span arch bridge considering the variation in axial forces induced by earthquakes	69-80
Shahria Alam, M. / Moni, M. / Tesfamariam, S.	Seismic overstrength and ductility of concrete buildings reinforced with superelastic shape memory alloy rebar	8-20
Gonzales, H. / López-Almansa, F.	Seismic performance of buildings with thin RC bearing walls	244-258
Park, Hong-Gun / Yu, Eun-Jong / Choi, Kyung-Kyu	Shear-strength degradation model for RC columns subjected to cyclic loading	187-197
Athisakul, Chainarong / Phanyasahachart, Thongchai / Klaycham, Karun / Chucheepsakul, Somchai	Static equilibrium configurations and appropriate applied top tension of extensible marine riser with specified total arc-length using finite element method	271-277

Autor(en)

Titel

Seite(n)

Zhao, Xue-Mei / Wu, Yu-Fei / Leung, A. Y. T.

Analyses of plastic hinge regions in reinforced concrete beams under monotonic loading

466-482

Uva, G. / Porco, F. / Fiore, A.

Appraisal of masonry infill walls effect in the seismic response of RC framed buildings: A case study

514-526

Xu, Shi-Yu / Zhang, Jian

Axial–shear–flexure interaction hysteretic model for RC columns under combined actions

548-563

Asli, C. / Feng, Z.-Q. / Porcher, G. / Rincent, J.-J.

Back-calculation of elastic modulus of soil and subgrade from portable falling weight deflectometer measurements

1-7

Choi, Dong-Uk / Chun, Sung-Chul / Ha, Sang-Su

Bond strength of glass fibre-reinforced polymer bars in unconfined concrete

303-313

Eom, Tae-Sung / Kim, Jae-Yo / Park, Hong-Gun

Building analysis for inelastic earthquake design of regular moment frames and dual systems addressing moment redistribution

147-154

Dowell, Robert K. / Johnson, Timothy P.

Closed-form shear flow solution for box–girder bridges under torsion

383-390

Fogle, Emily J. / Lattimer, Brian Y. / Feih, Stefanie / Kandare, Everson / Mouritz, Adrian P. / Case, Scott W.

Compression load failure of aluminum plates due to fire

155-162

Maas, Stefan / Zürbes, Arno / Waldmann, Danièle / Waltering, Markus / Bungard, Volker / de Roeck, G.

Damage assessment of concrete structures through dynamic testing methods. Part 1 – Laboratory tests

351-362

Maas, Stefan / Zürbes, Arno / Waldmann, Danièle / Waltering, Markus / Bungard, Volker / de Roeck, G.

Damage assessment of concrete structures through dynamic testing methods. Part 2: Bridge tests

483-494

Smith-Pardo, J. Paul

Design aids for simplified nonlinear soil–structure interaction analyses

572-580

Toğan, Vedat

Design of planar steel frames using Teaching–Learning Based Optimization

225-232

Neves, S. G. M. / Azevedo, A. F. M. / Calçada, R.

A direct method for analyzing the vertical vehicle–structure interaction

414-420

Kim, Yousok / Kabeyasawa, Toshimi / Igarashi, Shunichi

Dynamic collapse test on eccentric reinforced concrete structures with and without seismic retrofit

95-110

Fakhouri, Muhannad Y. / Igarashi, Akira

Dynamic response control of multi-story structures by isolators with multiple plane sliding surfaces: A parametric study

81-94

Lu, Lyan-Ywan / Lin, Ging-Long / Shih, Ming-Hsiang

An experimental study on a generalized Maxwell model for nonlinear viscoelastic dampers used in seismic isolation

111-123

Vilhauer, Brian / Bennett, Caroline R. / Matamoros, Adolfo B. / Rolfe, Stanley T.

Fatigue behavior of welded coverplates treated with Ultrasonic Impact Treatment and bolting

163-172

Rice, Jennifer A. / Foutch, Douglas A. / LaFave, James M. / Valdovinos, Schaun

Field testing and analysis of aluminum highway sign trusses

173-186

Akiyama, Mitsuyoshi / Abe, Satoshi / Aoki, Nao / Suzuki, Motoyuki

Flexural test of precast high-strength reinforced concrete pile prestressed with unbonded bars arranged at the center of the cross-section

259-270

Seo, Junwon / Linzell, Daniel G.

Horizontally curved steel bridge seismic vulnerability assessment

21-32

Faridani, Hadi Moghadasi / Barghian, Majid

Improvement of dynamic performances of suspension footbridges by modifying the hanger systems

52-68

Trahair, Nicholas. S.

Inelastic buckling design of monosymmetric I-beams

564-571

Krauberger, N. / Bratina, S. / Saje, M. / Schnabl, S. / Planinc, I.

Inelastic buckling load of a locally weakened reinforced concrete column

278-288

Black, E. F.

Inelastic parameter estimates for regular steel moment-resisting frames

33-39

Campione, G. / Fossetti, M. / Minafò, G. / Papia, M.

Influence of steel reinforcements on the behavior of compressed high strength R.C. circular columns

371-382

Challamel, Noël / Girhammar, Ulf Arne

Lateral-torsional buckling of vertically layered composite beams with interlayer slip under uniform moment

505-513

Zhu, Songye / Shen, Wen-ai / Xu, You-Lin

Linear electromagnetic devices for vibration damping and energy harvesting: Modeling and testing

198-212

Mazzarolo, Enrico / Scotta, Roberto / Berto, Luisa / Saetta, Anna

Long anchorage bond–slip formulation for modeling of r.c. elements and joints

330-341

Aristizabal-Ochoa, J. Dario

Matrix method for stability and second-order analysis of Timoshenko beam-column structures with semi-rigid connections

289-302

Østergaard, Niels Højen / Lyckegaard, Anders / Andreasen, Jens H.

A method for prediction of the equilibrium state of a long and slender wire on a frictionless toroid applied for analysis of flexible pipe structures

391-399

Elsawaf, S. / Wang, Y. C.

Methods of improving the survival temperature in fire of steel beam connected to CFT column using reverse channel connection

132-146

Aminbaghai, M. / Murín, J. / Kutiš, V.

Modal analysis of the FGM-beams with continuous transversal symmetric and longitudinal variation of material properties with effect of large axial force

314-329

Birely, Anna C. / Lowes, Laura N. / Lehman, Dawn E.

A model for the practical nonlinear analysis of reinforced-concrete frames including joint flexibility

455-465

Dehghani, E. / Daneshjoo, F. / Aghakouchak, A. A. / Khaji, N.

A new bond-slip model for adhesive in CFRP–steel composite systems

447-454

Kong, X. / Wu, D. J. / Cai, C. S. / Liu, Y. Q.

New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibration

421-435

Chandra, Yenny / Stanciulescu, Ilinca / Eason, Thomas / Spottswood, Michael

Numerical pathologies in snap-through simulations

495-504

Loo, Wei Y. / Quenneville, Pierre / Chouw, Nawawi

A numerical study of the seismic behaviour of timber shear walls with slip-friction connectors

233-243

Chen, Wei-Wen / Yeh, Yeong-Kae / Hwang, Shyh-Jiann / Lu, Ching-Hsien / Chen, Cheng-Cheng

Out-of-plane seismic behavior and CFRP retrofitting of RC frames infilled with brick walls

213-224

Khodaie, S. / Mohamadi-Shooreh, M. R. / Mofid, M.

Parametric analyses on the initial stiffness of the SHS column base plate connections using FEM

363-370

Luo, Yangjun / Li, Alex / Kang, Zhan

Parametric study of bonded steel–concrete composite beams by using finite element analysis

40-51

Abdo, Mohamed Abdel-Basset

Parametric study of using only static response in structural damage detection

124-131

Jeong, Seong-Hoon / Mwafy, Aman M. / Elnashai, Amr S.

Probabilistic seismic performance assessment of code-compliant multi-story RC buildings

527-537

Sun, Ruirui / Huang, Zhaohui / Burgess, Ian W.

Progressive collapse analysis of steel structures under fire conditions

400-413

Dourado, N. / Pereira, F. A. M. / de Moura, M. F. S. F. / Morais, J. J. L.

Repairing wood beams under bending using carbon–epoxy composites

342-350

Rainieri, C. / Fabbrocino, G. / Manfredi, G. / Dolce, M.

Robust output-only modal identification and monitoring of buildings in the presence of dynamic interactions for rapid post-earthquake emergency management

436-446

Fiorino, Luigi / Iuorio, Ornella / Landolfo, Raffaele

Seismic analysis of sheathing-braced cold-formed steel structures

538-547

Álvarez, J. J. / Aparicio, Á. C. / Jara, J. M. / Jara, M.

Seismic assessment of a long-span arch bridge considering the variation in axial forces induced by earthquakes

69-80

Shahria Alam, M. / Moni, M. / Tesfamariam, S.

Seismic overstrength and ductility of concrete buildings reinforced with superelastic shape memory alloy rebar

8-20

Gonzales, H. / López-Almansa, F.

Seismic performance of buildings with thin RC bearing walls

244-258

Park, Hong-Gun / Yu, Eun-Jong / Choi, Kyung-Kyu

Shear-strength degradation model for RC columns subjected to cyclic loading

187-197

Athisakul, Chainarong / Phanyasahachart, Thongchai / Klaycham, Karun / Chucheepsakul, Somchai

Static equilibrium configurations and appropriate applied top tension of extensible marine riser with specified total arc-length using finite element method

271-277

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Engineering Structures - Januar 2012

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Engineering Structures - Januar 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.