Engineering Structures - Januar 2017

Erschienen:	Januar 2017

Autor(en)	Titel	Seite(n)
Yu, Yujie / Chen, Zhihua / Liu, Hongbo	Advanced approaches to calculate recovery length and force redistribution in semi-parallel wire cables with broken wires	44-56
Guo, Anxin / Shen, Yu / Bai, Jiulin / Li, Hui	Application of the endurance time method to the seismic analysis and evaluation of highway bridges considering pounding effects	220-230
Karagiannis, V. / Málaga-Chuquitaype, C. / Elghazouli, A. Y.	Behaviour of hybrid timber beam-to-tubular steel column moment connections	243-263
Mousavi, S. S. / Dehestani, M. / Mousavi, K. K.	Bond strength and development length of steel bar in unconfined self-consolidating concrete	587-598
Li, Ling / Wang, Wei / Chen, Yiyi / Teh, Lip H.	Column-wall failure mode of steel moment connection with inner diaphragm and catenary mechanism	553-563
Zhao, Hua / Sun, Yuping / Takeuchi, Takashi / Zhao, Shichun	Comprehensive stress-strain model of square steel tube stub columns under compression	503-512
Khan, M. / Uy, B. / Tao, Z. / Mashiri, F.	Concentrically loaded slender square hollow and composite columns incorporating high strength properties	69-89
Lyu, Mengning / Zhu, Xinqun / Yang, Qingshan	Connection stiffness identification of historic timber buildings using Temperature-based sensitivity analysis	180-191
Ibrahim, Adam I. / Wu, Gang / Sun, Zeyang / Cui, Haoran	Cyclic behavior of concrete columns reinforced with partially unbonded hybrid	311-323
Akl, Ahmed / Saiidi, M. Saiid / Vosooghi, Ashkan	Deflection of in-span hinges in prestressed concrete box girder bridges during construction	293-310
Yan, Guirong / Fang, Chen / Feng, Ruoqiang / Hua, Xugang / Zhao, Yi	Detection of member overall buckling in civil space grid structures based on deviation in normal strain along the member	599-613
Henderson, I. E. J. / Zhu, X. Q. / Uy, B. / Mirza, O.	Dynamic behaviour of steel-concrete composite beams retrofitted with various bolted shear connectors	115-135
Wang, Yonghui / Liew, J. Y. Richard / Lee, Siew Chin / Wang, Wei	Experimental and analytical studies of a novel aluminum foam filled energy absorption connector under quasi-static compression loading	136-147
Bui, T. T. / Abouri, S. / Limam, A. / Nana, W. S. A. / Tedoldi, B. / Roure, T.	Experimental investigation of shear strength of full-scale concrete slabs subjected to concentrated loads in nuclear buildings	405-420
Khatab, M. A. T. / Ashour, A. F. / Sheehan, T. / Lam, D.	Experimental investigation on continuous reinforced SCC deep beams and Comparisons with Code provisions and models	264-274
Liu, Yong / Guo, Lanhui / Qu, Bing / Zhang, Sumei	Experimental investigation on the flexural behavior of steel-concrete composite beams with U-shaped steel girders and angle connectors	492-502
Nguyen, Thuc N. / Nguyen, Tung T. / Pansuk, Withit	Experimental study of the punching shear behavior of high performance steel fiber reinforced concrete slabs considering casting directions	564-573
Barris, C. / Torres, L. / Vilanova, I. / Miàs, C. / Llorens, M.	Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams	231-242
Hu, Fangxin / Shi, Gang / Shi, Yongjiu	Experimental study on seismic behavior of high strength steel frames: Global response	163-179
Parisi, Fulvio / Sabella, Giuseppe	Flow-type landslide fragility of reinforced concrete framed buildings	28-43
Halding, Philip S. / Hertz, Kristian D. / Schmidt, Jacob W. / Kennedy, Bryan J.	Full-scale load tests of Pearl-Chain arches	101-114
Ramirez-Garcia, Alberto T. / Dang, Canh N. / Hale, W. Micah / Martí-Vargas, J. R.	A higher-order equation for modeling strand bond in pretensioned concrete beams	345-361
Amin, Ali / Foster, Stephen J. / Kaufmann, Walter	Instantaneous deflection calculation for steel fibre reinforced concrete one way members	438-445
Buldgen, Loïc / Caprace, Jean-David / Rigo, Philippe / Le Sourne, Hervé	Investigation of the added mass method for seismic design of lock gates	380-393
Soleimanpour, Reza / Ng, Ching-Tai	Locating delaminations in laminated composite beams using nonlinear guided waves	207-219
Herrada, F. J. / García-Martínez, J. / Fraile, A. / Hermanns, L. K. H. / Montáns, F. J.	A method for performing efficient parametric dynamic analyses in large finite element models undergoing structural modifications	625-638
Yuan, Fang / Wu, Yu-Fei / Li, Chun-Qing	Modelling plastic hinge of FRP-confined RC columns	651-668
Liang, Qing Quan	Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression	639-650
Maureira, N. / de la Llera, J. / Oyarzo, C. / Miranda, S.	A nonlinear model for multilayered rubber isolators based on a co-rotational formulation	1-13
Qiu, W. / McCann, F. / Espinos, A. / Romero, M. L. / Gardner, L.	Numerical analysis and design of slender concrete-filled elliptical hollow section columns and beam-columns	90-100
Valente, Marco / Castiglioni, Carlo A. / Kanyilmaz, Alper	Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames	275-292
Behmanesh, Iman / Moaveni, Babak / Papadimitriou, Costas	Probabilistic damage identification of a designed 9-story building using modal data in the presence of modeling errors	542-552
Morfidis, Konstantinos / Kostinakis, Konstantinos	The role of masonry infills on the damage response of R/C buildings subjected to seismic sequences	459-476
Simasathien, Sanputt / Jiansinlapadamrong, Chatchai / Chao, Shih-Ho	Seismic behavior of special truss moment frame with double hollow structural sections as chord members	14-27
Yang, Y. / Yang, Y. B. / Chen, Z. X.	Seismic damage assessment of RC structures under shaking table tests using the modified direct stiffness calculation method	574-586
Wang, Jingfeng / Zhang, Huijie	Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudo-dynamic testing	192-206
Zeinizadeh Jeddi, Mahdi / Ramli Sulong, N. H. / Arabnejad Khanouki, M. M.	Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study	477-491
Toussaint, E. / Durif, S. / Bouchaïr, A. / Grédiac, M.	Strain measurements and analyses around the bolt holes of structural steel plate connections using full-field measurements	148-162
Kodur, Venkatesh K. / Aziz, Esam M. / Naser, Mohannad Z.	Strategies for enhancing fire performance of steel bridges	446-458
Sandhaas, Carmen / van de Kuilen, Jan-Willem G.	Strength and stiffness of timber joints with very high strength steel dowels	394-404
Hochreiner, G. / Bader, T. K. / Schweigler, M. / Eberhardsteiner, J.	Structural behaviour and design of dowel groups Experimental and numerical identification of stress states and failure mechanisms of the surrounding timber matrix	421-437
Wang, Guojue / Li, Yingmin / Zheng, Nina / Ingham, Jason M.	Testing and modelling the in-plane seismic response of clay brick masonry walls with boundary columns made of precast concrete interlocking blocks	513-529
Ben Larbi, A. / Couchaux, M. / Bouchaïr, A.	Thermal and mechanical analysis of thermal break with end-plate for attached steel structures	362-379
Li, Lei / Khandelwal, Kapil	Topology optimization of geometrically nonlinear trusses with spurious eigenmodes control	324-344
Guo, Xixiong / Palanisamy, Rangaraj / Cao, Jun	A two-dimensional IB-LBM framework combined with re-tailored RCVM for assessing the rotation intensity of a tornadic wind over a building configuration	57-68
Palios, Xenophon / Fardis, Michael N. / Strepelias, Elias / Bousias, Stathis N.	Unbonded brickwork for the protection of infills from seismic damage	614-624
Facconi, Luca / Minelli, Fausto	Verification of structural elements made of FRC only: A critical discussion and proposal of a novel analytical method	530-541

Autor(en)

Titel

Seite(n)

Yu, Yujie / Chen, Zhihua / Liu, Hongbo

Advanced approaches to calculate recovery length and force redistribution in semi-parallel wire cables with broken wires

44-56

Guo, Anxin / Shen, Yu / Bai, Jiulin / Li, Hui

Application of the endurance time method to the seismic analysis and evaluation of highway bridges considering pounding effects

220-230

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

Behaviour of hybrid timber beam-to-tubular steel column moment connections

243-263

Mousavi, S. S. / Dehestani, M. / Mousavi, K. K.

Bond strength and development length of steel bar in unconfined self-consolidating concrete

587-598

Li, Ling / Wang, Wei / Chen, Yiyi / Teh, Lip H.

Column-wall failure mode of steel moment connection with inner diaphragm and catenary mechanism

553-563

Zhao, Hua / Sun, Yuping / Takeuchi, Takashi / Zhao, Shichun

Comprehensive stress-strain model of square steel tube stub columns under compression

503-512

Khan, M. / Uy, B. / Tao, Z. / Mashiri, F.

Concentrically loaded slender square hollow and composite columns incorporating high strength properties

69-89

Lyu, Mengning / Zhu, Xinqun / Yang, Qingshan

Connection stiffness identification of historic timber buildings using Temperature-based sensitivity analysis

180-191

Ibrahim, Adam I. / Wu, Gang / Sun, Zeyang / Cui, Haoran

Cyclic behavior of concrete columns reinforced with partially unbonded hybrid

311-323

Akl, Ahmed / Saiidi, M. Saiid / Vosooghi, Ashkan

Deflection of in-span hinges in prestressed concrete box girder bridges during construction

293-310

Yan, Guirong / Fang, Chen / Feng, Ruoqiang / Hua, Xugang / Zhao, Yi

Detection of member overall buckling in civil space grid structures based on deviation in normal strain along the member

599-613

Henderson, I. E. J. / Zhu, X. Q. / Uy, B. / Mirza, O.

Dynamic behaviour of steel-concrete composite beams retrofitted with various bolted shear connectors

115-135

Wang, Yonghui / Liew, J. Y. Richard / Lee, Siew Chin / Wang, Wei

Experimental and analytical studies of a novel aluminum foam filled energy absorption connector under quasi-static compression loading

136-147

Bui, T. T. / Abouri, S. / Limam, A. / Nana, W. S. A. / Tedoldi, B. / Roure, T.

Experimental investigation of shear strength of full-scale concrete slabs subjected to concentrated loads in nuclear buildings

405-420

Khatab, M. A. T. / Ashour, A. F. / Sheehan, T. / Lam, D.

Experimental investigation on continuous reinforced SCC deep beams and Comparisons with Code provisions and models

264-274

Liu, Yong / Guo, Lanhui / Qu, Bing / Zhang, Sumei

Experimental investigation on the flexural behavior of steel-concrete composite beams with U-shaped steel girders and angle connectors

492-502

Nguyen, Thuc N. / Nguyen, Tung T. / Pansuk, Withit

Experimental study of the punching shear behavior of high performance steel fiber reinforced concrete slabs considering casting directions

564-573

Barris, C. / Torres, L. / Vilanova, I. / Miàs, C. / Llorens, M.

Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams

231-242

Hu, Fangxin / Shi, Gang / Shi, Yongjiu

Experimental study on seismic behavior of high strength steel frames: Global response

163-179

Parisi, Fulvio / Sabella, Giuseppe

Flow-type landslide fragility of reinforced concrete framed buildings

28-43

Halding, Philip S. / Hertz, Kristian D. / Schmidt, Jacob W. / Kennedy, Bryan J.

Full-scale load tests of Pearl-Chain arches

101-114

Ramirez-Garcia, Alberto T. / Dang, Canh N. / Hale, W. Micah / Martí-Vargas, J. R.

A higher-order equation for modeling strand bond in pretensioned concrete beams

345-361

Amin, Ali / Foster, Stephen J. / Kaufmann, Walter

Instantaneous deflection calculation for steel fibre reinforced concrete one way members

438-445

Buldgen, Loïc / Caprace, Jean-David / Rigo, Philippe / Le Sourne, Hervé

Investigation of the added mass method for seismic design of lock gates

380-393

Soleimanpour, Reza / Ng, Ching-Tai

Locating delaminations in laminated composite beams using nonlinear guided waves

207-219

Herrada, F. J. / García-Martínez, J. / Fraile, A. / Hermanns, L. K. H. / Montáns, F. J.

A method for performing efficient parametric dynamic analyses in large finite element models undergoing structural modifications

625-638

Yuan, Fang / Wu, Yu-Fei / Li, Chun-Qing

Modelling plastic hinge of FRP-confined RC columns

651-668

Liang, Qing Quan

Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression

639-650

Maureira, N. / de la Llera, J. / Oyarzo, C. / Miranda, S.

A nonlinear model for multilayered rubber isolators based on a co-rotational formulation

1-13

Qiu, W. / McCann, F. / Espinos, A. / Romero, M. L. / Gardner, L.

Numerical analysis and design of slender concrete-filled elliptical hollow section columns and beam-columns

90-100

Valente, Marco / Castiglioni, Carlo A. / Kanyilmaz, Alper

Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames

275-292

Behmanesh, Iman / Moaveni, Babak / Papadimitriou, Costas

Probabilistic damage identification of a designed 9-story building using modal data in the presence of modeling errors

542-552

Morfidis, Konstantinos / Kostinakis, Konstantinos

The role of masonry infills on the damage response of R/C buildings subjected to seismic sequences

459-476

Simasathien, Sanputt / Jiansinlapadamrong, Chatchai / Chao, Shih-Ho

Seismic behavior of special truss moment frame with double hollow structural sections as chord members

14-27

Yang, Y. / Yang, Y. B. / Chen, Z. X.

Seismic damage assessment of RC structures under shaking table tests using the modified direct stiffness calculation method

574-586

Wang, Jingfeng / Zhang, Huijie

Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudo-dynamic testing

192-206

Zeinizadeh Jeddi, Mahdi / Ramli Sulong, N. H. / Arabnejad Khanouki, M. M.

Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study

477-491

Toussaint, E. / Durif, S. / Bouchaïr, A. / Grédiac, M.

Strain measurements and analyses around the bolt holes of structural steel plate connections using full-field measurements

148-162

Kodur, Venkatesh K. / Aziz, Esam M. / Naser, Mohannad Z.

Strategies for enhancing fire performance of steel bridges

446-458

Sandhaas, Carmen / van de Kuilen, Jan-Willem G.

Strength and stiffness of timber joints with very high strength steel dowels

394-404

Hochreiner, G. / Bader, T. K. / Schweigler, M. / Eberhardsteiner, J.

Structural behaviour and design of dowel groups Experimental and numerical identification of stress states and failure mechanisms of the surrounding timber matrix

421-437

Wang, Guojue / Li, Yingmin / Zheng, Nina / Ingham, Jason M.

Testing and modelling the in-plane seismic response of clay brick masonry walls with boundary columns made of precast concrete interlocking blocks

513-529

Ben Larbi, A. / Couchaux, M. / Bouchaïr, A.

Thermal and mechanical analysis of thermal break with end-plate for attached steel structures

362-379

Li, Lei / Khandelwal, Kapil

Topology optimization of geometrically nonlinear trusses with spurious eigenmodes control

324-344

Guo, Xixiong / Palanisamy, Rangaraj / Cao, Jun

A two-dimensional IB-LBM framework combined with re-tailored RCVM for assessing the rotation intensity of a tornadic wind over a building configuration

57-68

Palios, Xenophon / Fardis, Michael N. / Strepelias, Elias / Bousias, Stathis N.

Unbonded brickwork for the protection of infills from seismic damage

614-624

Facconi, Luca / Minelli, Fausto

Verification of structural elements made of FRC only: A critical discussion and proposal of a novel analytical method

530-541

Anzeige

Engineering Structures - Januar 2017

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

Engineering Structures - Januar 2017

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.