[Techno Press] Steel and Composite Structures
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[Techno Press] Steel and Composite Structures
#1

Volume 11, Number 1, February 2011

Size: Total 7.46 MB | Format: PDF | Publisher: Techno Press | pages: 2011

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Plastic load bearing capacity of multispan composite highway bridges with longitudinally stiffened webs
Harald Unterweger, Andreas Lechner and Richard Greiner
Abstract; Full Text (1167K)

Parameters influencing seismic response of horizontally curved, steel, I-girder bridges
Daniel G. Linzell and Venkata P. Nadakuditi
Abstract; Full Text (2777K)

Experimental and numerical studies on concrete encased embossments of steel strips under shear action for composite slabs with profiled steel decking
Noémi Seres, László Dunai
Abstract; Full Text (1747K)

Forced vibration of an embedded single-walled carbon nanotube traversed by a moving load using nonlocal Timoshenko beam theory
Mesut Simsek
Abstract; Full Text (726K)

Experimental evaluation on the seismic performance of steel knee braced frame structures with energy dissipation mechanism
H.-L. Hsu, J.-L. Juang and C.-H. Chou
Abstract; Full Text (1224K)


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#2

Volume 11, Number 2, March 2011

Size: Rar 5 MB | Format: PDF | Publisher: Techno Press


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Cyclic testing of steel I-beams reinforced with GFRP
O. Ozgur Egilmez and Doruk Yormaz
Abstract; Full Text (2841K)

Stochastic finite element analysis of composite plates considering spatial randomness of material properties and their correlations
Hyuk-Chun Noh
Abstract; Full Text (674K)

Elasto-plastic behaviour of perforated steel plates subjected to compression and bending
Emanuele Maiorana, Carlo Pellegrino and Claudio Modena
Abstract; Full Text (809K)

Behavior of multi-story steel buildings under dynamic column loss scenarios
Seth T. Hoffman and Larry A. Fahnestock
Abstract; Full Text (913K)

Shear strength of connections between open and closed steel-concrete composite sandwich structures
Woo-Bum Kim and Byong Jeong Choi
Abstract; Full Text (1117K)


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#3

Volume 11, Number 3, June 2011

Size: Rar 27 MB | Format: PDF | Publisher: Techno Press


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An effective proposal for strength evaluation of steelplates randomly corroded on both sidesunder uniaxial compression
Mohammad Reza Khedmati, Zorareh Hadj Mohammad Esmaeil Nouriand Mohammad Mahdi Roshanali
Abstract; Full Text (12475K)

Retrofitting of shear damaged RC beams usingCFRP strips
Sinan ALTIN, Özgür ANIL, Tolga TOPTA, M. Emin KARA
Abstract; Full Text (3641K)

Comparison of steels via SMAW and MIG welding methods under industrial loads
Ugur Soy
Abstract; Full Text (1844K)

Shear bond failure in composite slabs– a detailed experimental study
Shiming Chen, Xiaoyu Shi, and Zihao Qiu
Abstract; Full Text (4785K)

Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections
Cüneyt vatansever, Nesrin yardimci
Abstract; Full Text (5779K)


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#4
Volume 11, Number 4, August 2011

Size: Rar 17 MB | Format: PDF | Publisher: Techno Press | Year: 4, August 2011


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Design parameter dependent force reduction,strength and response modification factorsfor the special steel moment-resisting frames
Cheol Kyu Kang and Byong Jeong Choi
Abstract; Full Text (3267K)

Experimental study on two types of newbeam-to-column connections
Hongwei Ma, Weishan Jiang and Chongdu Cho
Abstract; Full Text (7607K)

Fire performance of concrete-filled steel tubular columns strengthened by CFRP
Zhong Tao, Zhi-Bin Wang, Lin-Hai Han and Brian Uy
Abstract; Full Text (5002K)

Reinforced high-strength concrete square columnsconfined by aramid FRP jackets. part II: modeling
Han-liang Wu, Yuan-feng Wang and Yi-shuo Ma
Abstract; Full Text (3251K)

Thermal effect on axisymmetric bending of functionally graded circular and annular plates using DQM
N. Safaeian Hamzehkolaei, P. Malekzadeh and J. Vaseghi

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#5
Hi,

does anyone has

Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections
Cüneyt vatansever, Nesrin yardimci
Abstract; Full Text (5779K)

from Technopress Steel and Composite Structures journal Volume 11, Number 3, June 2011

The link that is here is dead.

Thank you.
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