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521
Exploiting the Potentials of Rice Husk Ash as Supplement in Cement for Construction in Nigeria
Exploiting the Potentials of Rice Husk Ash as Supplement in Cement for Construction in Nigeria
Akindehinde Ayotunde Akindahunsi | Korea Concrete Institute | 2010
프린트
522
Riviewers
Riviewers
| Korean Society of Steel Construction | 2009
프린트
523
modification of moment equations in the chbdc(2000) for soil-metal box structures
modification of moment equations in the chbdc(2000) for soil-metal box structures
dong-ho choi | Korean Society of Steel Construction | 2009
프린트
524
behaviour of single-sided composite joints at room temperature and in case of fire after an earthquake
behaviour of single-sided composite joints at room temperature and in case of fire after an earthquake
J.-F. Demonceau | Korean Society of Steel Construction | 2009
프린트
525
experimental investigation of deck plate system with non-welding truss type deformed steel wires(TOX Deck Plate Slab)
experimental investigation of deck plate system with non-welding truss type deformed steel wires(TOX Deck Plate Slab)
Young-Ju Kim | Korean Society of Steel Construction | 2009
프린트
526
effects of partial shear connection on the behavior of semi-continuous composite beams
effects of partial shear connection on the behavior of semi-continuous composite beams
Messaoud Titoum | Korean Society of Steel Construction | 2009
프린트
527
development of super high-strength bolts with tensile strengths of 1600 to 2000 N/mm2
development of super high-strength bolts with tensile strengths of 1600 to 2000 N/mm2
Kiyosaburo Azuma | Korean Society of Steel Construction | 2009
프린트
528
development of high-strength (780 N/mm2) steel for building systems
development of high-strength (780 N/mm2) steel for building systems
Yuauru Yoshida | Korean Society of Steel Construction | 2009
프린트
529
fire after earthquake analysis of steel moment resisting frames
fire after earthquake analysis of steel moment resisting frames
Raul Zaharia and Dan Pintea | Korean Society of Steel Construction | 2009
프린트
530
shape memory alloy bending bars as seismic restrainers for bridges in seismic areas
shape memory alloy bending bars as seismic restrainers for bridges in seismic areas
Eunsoo Choi | Korean Society of Steel Construction | 2009
프린트
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