Engineering Structures - mai 2018

Publié:	mai 2018

Auteur(s)	Titre	Page(s)
Liang, Ce / Wang, Chang Jiang / English, Martin / Mynors, Diane	Behaviour of cold-formed dimpled columns under lateral impact	167-176
Chen, Hui / Yi, Wei-Jian / Hwang, Hyeon-Jong	Cracking strut-and-tie model for shear strength evaluation of reinforced concrete deep beams	396-408
Wang, Jingfeng / Li, Beibei / Chou, Chungche / Chen, Liang	Cyclic experimental and analytical studies of buckling-restrained braces with various gusset connections	38-50
Huang, Yuner / Young, Ben	Design of cold-formed stainless steel circular hollow section columns using direct strength method	177-183
Kang, Chongjie / Schneider, Sebastian / Wenner, Marc / Marx, Steffen	Development of design and construction of high-speed railway bridges in Germany	184-196
Heitz, T. / Le Maoult, A. / Richard, B. / Giry, C. / Ragueneau, F.	Dissipations in reinforced concrete components: Static and dynamic experimental identification strategy	436-451
Rofooei, Fayaz R. / Mirjalili, M. R.	Dynamic-based pushover analysis for one-way plan-asymmetric buildings	332-346
Berrocal, Carlos G. / Löfgren, Ingemar / Lundgren, Karin	The effect of fibres on steel bar corrosion and flexural behaviour of corroded RC beams	409-425
Couto, Carlos / Maia, Élio / Real, Paulo Vila / Lopes, Nuno	The effect of non-uniform bending on the lateral stability of steel beams with slender cross-section at elevated temperatures	153-166
Guerrero, Héctor / Ji, Tianjian / Escobar, J. Alberto / Teran-Gilmore, Amador	Effects of Buckling-Restrained Braces on reinforced concrete precast models subjected to shaking table excitation	294-310
Bronkhorst, Klaas B. / Febbo, Mariano / Lopes, Eduardo M. O. / Bavastri, Carlos A.	Experimental implementation of an optimum viscoelastic vibration absorber for cubic nonlinear systems	323-331
Zhai, Changhai / Lu, Bing / Wen, Weiping / Ji, Duofa / Xie, Lili	Experimental study on shear behavior of tie-bars in steel-plate concrete composite structure subjected to cyclic loading	311-322
Leitner, M. / Ottersböck, M. / Pußwald, S. / Remes, H.	Fatigue strength of welded and high frequency mechanical impact (HFMI) post-treated steel joints under constant and variable amplitude loading	215-223
Gupta, Tanmay / Kumar, Manoj	Flexural response of skew-curved concrete box-girder bridges	358-372
Furtmüller, Thomas / Giger, Benjamin / Adam, Christoph	General shell section properties and failure model for cross-laminated timber obtained by numerical homogenization	77-92
Zhang, Pei / Ren, Qingwen / Lei, Dong	Hysteretic model for concrete under cyclic tension and tension-compression reversals	388-395
Bender, W. / Waytuck, D. / Wang, S. / Reed, D. A.	In situ measurement of wind pressure loadings on pedestal style rooftop photovoltaic panels	281-293
Trahair, N. S. / Papangelis, J. P.	Lateral-distortional buckling of beams with hollow flanges and folded plate webs	71-76
Cepelka, Martin / Malo, Kjell Arne	Moment resisting on-site splice of large glulam elements by use of mechanically coupled long threaded rods	347-357
Zhou, Ying / Chen, Peng / Zhang, Dan / Gong, Shunming / Lu, Wensheng	A new analytical model for viscous wall dampers and its experimental validation	224-240
Polimeno, Maria Rita / Roselli, Ivan / Luprano, Vincenza A. M. / Mongelli, Marialuisa / Tatì, Angelo / De Canio, Gerardo	A non-destructive testing methodology for damage assessment of reinforced concrete buildings after seismic events	122-136
Srisangeerthanan, Sriskanthan / Hashemi, M. Javad / Rajeev, Pathmanathan / Gad, Emad / Fernando, Saman	Numerical study on the effects of diaphragm stiffness and strength on the seismic response of multi-story modular buildings	25-37
Gómez, S. S. / Geurts, C. P. W. / Metrikine, A.	On the importance of soil damping for tall buildings loaded by wind	426-435
Szyszka, Marcin / Jasienko, Jerzy / Ochsendorf, John A.	Out-of-plane behavior of two-layered free-standing masonry walls: Analytical solutions and small-scale tests	11-24
Ostrycharczyk, Anna Weronika / Malo, Kjell Arne	Parametric study on effects of load position on the stress distribution in network arch timber bridges with light timber decks on transverse crossbeams	112-121
Hosseinpour, Emad / Baharom, Shahrizan / Badaruzzaman, Wan Hamidon W. / Al Zand, Ahmed W.	Push-out test on the web opening shear connector for a slim-floor steel beam: Experimental and analytical study	137-152
Luo, Longxi / Feng, Maria Q. / Wu, Zheng Y.	Robust vision sensor for multi-point displacement monitoring of bridges in the field	255-266
Liu, X. C. / Zhan, X. X. / Pu, S. H. / Zhang, A. L. / Xu, L.	Seismic performance study on slipping bolted truss-to-column connections in modularized prefabricated steel structures	241-254
Castaldo, P. / Mancini, G. / Palazzo, B.	Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices	373-387
Zhang, Chao / Yu, Hong-Xia / Choe, Lisa / Gross, John / Li, Guo-Hua	Simulating the fire-thermal-structural behavior in a localized fire test on a bare steel beam	61-70
Simonetti, Hélio Luiz / Almeida, Valério S. / de Assis das Neves, Francisco	Smoothing evolutionary structural optimization for structures with displacement or natural frequency constraints	1-10
Daud, Sultan A. / Forth, John P. / Nikitas, Nikolaos	Time-dependent behaviour of cracked, partially bonded reinforced concrete beams under repeated and sustained loads	267-280
Karayannis, Chris G. / Naoum, Maria C.	Torsional behavior of multistory RC frame structures due to asymmetric seismic interaction	93-111
Xie, Jiming / Borysiuk, D.	Use of modal interference approach (MIA) to reduce wind-induced building motions	51-60
Cheng, Zhengshun / Gao, Zhen / Moan, Torgeir	Wave load effect analysis of a floating bridge in a fjord considering inhomogeneous wave conditions	197-214

Auteur(s)

Titre

Page(s)

Liang, Ce / Wang, Chang Jiang / English, Martin / Mynors, Diane

Behaviour of cold-formed dimpled columns under lateral impact

167-176

Chen, Hui / Yi, Wei-Jian / Hwang, Hyeon-Jong

Cracking strut-and-tie model for shear strength evaluation of reinforced concrete deep beams

396-408

Wang, Jingfeng / Li, Beibei / Chou, Chungche / Chen, Liang

Cyclic experimental and analytical studies of buckling-restrained braces with various gusset connections

38-50

Huang, Yuner / Young, Ben

Design of cold-formed stainless steel circular hollow section columns using direct strength method

177-183

Kang, Chongjie / Schneider, Sebastian / Wenner, Marc / Marx, Steffen

Development of design and construction of high-speed railway bridges in Germany

184-196

Heitz, T. / Le Maoult, A. / Richard, B. / Giry, C. / Ragueneau, F.

Dissipations in reinforced concrete components: Static and dynamic experimental identification strategy

436-451

Rofooei, Fayaz R. / Mirjalili, M. R.

Dynamic-based pushover analysis for one-way plan-asymmetric buildings

332-346

Berrocal, Carlos G. / Löfgren, Ingemar / Lundgren, Karin

The effect of fibres on steel bar corrosion and flexural behaviour of corroded RC beams

409-425

Couto, Carlos / Maia, Élio / Real, Paulo Vila / Lopes, Nuno

The effect of non-uniform bending on the lateral stability of steel beams with slender cross-section at elevated temperatures

153-166

Guerrero, Héctor / Ji, Tianjian / Escobar, J. Alberto / Teran-Gilmore, Amador

Effects of Buckling-Restrained Braces on reinforced concrete precast models subjected to shaking table excitation

294-310

Bronkhorst, Klaas B. / Febbo, Mariano / Lopes, Eduardo M. O. / Bavastri, Carlos A.

Experimental implementation of an optimum viscoelastic vibration absorber for cubic nonlinear systems

323-331

Zhai, Changhai / Lu, Bing / Wen, Weiping / Ji, Duofa / Xie, Lili

Experimental study on shear behavior of tie-bars in steel-plate concrete composite structure subjected to cyclic loading

311-322

Leitner, M. / Ottersböck, M. / Pußwald, S. / Remes, H.

Fatigue strength of welded and high frequency mechanical impact (HFMI) post-treated steel joints under constant and variable amplitude loading

215-223

Gupta, Tanmay / Kumar, Manoj

Flexural response of skew-curved concrete box-girder bridges

358-372

Furtmüller, Thomas / Giger, Benjamin / Adam, Christoph

General shell section properties and failure model for cross-laminated timber obtained by numerical homogenization

77-92

Zhang, Pei / Ren, Qingwen / Lei, Dong

Hysteretic model for concrete under cyclic tension and tension-compression reversals

388-395

Bender, W. / Waytuck, D. / Wang, S. / Reed, D. A.

In situ measurement of wind pressure loadings on pedestal style rooftop photovoltaic panels

281-293

Trahair, N. S. / Papangelis, J. P.

Lateral-distortional buckling of beams with hollow flanges and folded plate webs

71-76

Cepelka, Martin / Malo, Kjell Arne

Moment resisting on-site splice of large glulam elements by use of mechanically coupled long threaded rods

347-357

Zhou, Ying / Chen, Peng / Zhang, Dan / Gong, Shunming / Lu, Wensheng

A new analytical model for viscous wall dampers and its experimental validation

224-240

Polimeno, Maria Rita / Roselli, Ivan / Luprano, Vincenza A. M. / Mongelli, Marialuisa / Tatì, Angelo / De Canio, Gerardo

A non-destructive testing methodology for damage assessment of reinforced concrete buildings after seismic events

122-136

Srisangeerthanan, Sriskanthan / Hashemi, M. Javad / Rajeev, Pathmanathan / Gad, Emad / Fernando, Saman

Numerical study on the effects of diaphragm stiffness and strength on the seismic response of multi-story modular buildings

25-37

Gómez, S. S. / Geurts, C. P. W. / Metrikine, A.

On the importance of soil damping for tall buildings loaded by wind

426-435

Szyszka, Marcin / Jasienko, Jerzy / Ochsendorf, John A.

Out-of-plane behavior of two-layered free-standing masonry walls: Analytical solutions and small-scale tests

11-24

Ostrycharczyk, Anna Weronika / Malo, Kjell Arne

Parametric study on effects of load position on the stress distribution in network arch timber bridges with light timber decks on transverse crossbeams

112-121

Hosseinpour, Emad / Baharom, Shahrizan / Badaruzzaman, Wan Hamidon W. / Al Zand, Ahmed W.

Push-out test on the web opening shear connector for a slim-floor steel beam: Experimental and analytical study

137-152

Luo, Longxi / Feng, Maria Q. / Wu, Zheng Y.

Robust vision sensor for multi-point displacement monitoring of bridges in the field

255-266

Liu, X. C. / Zhan, X. X. / Pu, S. H. / Zhang, A. L. / Xu, L.

Seismic performance study on slipping bolted truss-to-column connections in modularized prefabricated steel structures

241-254

Castaldo, P. / Mancini, G. / Palazzo, B.

Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices

373-387

Zhang, Chao / Yu, Hong-Xia / Choe, Lisa / Gross, John / Li, Guo-Hua

Simulating the fire-thermal-structural behavior in a localized fire test on a bare steel beam

61-70

Simonetti, Hélio Luiz / Almeida, Valério S. / de Assis das Neves, Francisco

Smoothing evolutionary structural optimization for structures with displacement or natural frequency constraints

1-10

Daud, Sultan A. / Forth, John P. / Nikitas, Nikolaos

Time-dependent behaviour of cracked, partially bonded reinforced concrete beams under repeated and sustained loads

267-280

Karayannis, Chris G. / Naoum, Maria C.

Torsional behavior of multistory RC frame structures due to asymmetric seismic interaction

93-111

Xie, Jiming / Borysiuk, D.

Use of modal interference approach (MIA) to reduce wind-induced building motions

51-60

Cheng, Zhengshun / Gao, Zhen / Moan, Torgeir

Wave load effect analysis of a floating bridge in a fjord considering inhomogeneous wave conditions

197-214

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Engineering Structures - mai 2018

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Engineering Structures - mai 2018

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.