Risk assessments of long-span bridges considering life-cycle cost concept and near-fault ground motion effect Sung-Ho HanHyo-Nam ChoTae-Soo Kim OriginalPaper Pages: 51 - 63
Fatigue reliability analysis for the crack propagation compared with LRFD specification Taejun ChoTae-Soo KimYoon-Koog Hwang OriginalPaper Pages: 35 - 49
Seismic demand evaluation of steel MRF buildings with simple and detailed connection models Kien Le-TrungKihak LeeDo-Hyung Lee OriginalPaper Pages: 15 - 34
Structural performance of composite joints using bent studs Chang-Su ShimDong-Wook Kim OriginalPaper Pages: 1 - 13
Modification of moment equations in the CHBDC (2000) for soil-metal box structures Dong-Ho ChoiHo-Sung NaHoon Yoo OriginalPaper Pages: 343 - 354
Behaviour of single-sided composite joints at room temperature and in case of fire after an earthquake J.-F. DemonceauF. HanusJ.-M. Franssen OriginalPaper Pages: 329 - 342
Experimental investigation of deck plate system with non-welding truss type deformed steel wires (tox deck plate slab) Young-Ju KimSang-Hoon OhEunhyuk Byon OriginalPaper Pages: 315 - 327
Effects of partial shear connection on the behavior of semi-continuous composite beams Messaoud TitoumMohamed TehamiBelkacem Achour OriginalPaper Pages: 301 - 313
Development of super high-strength bolts with tensile strengths of 1600 to 2000 N/mm2 Kiyosaburo AzumaTetsushi ChidaTadayoshi Okada OriginalPaper Pages: 291 - 299
Development of high-strength (780 n/mm2) steel for building systems Yuzuru YoshidaTadashi ObinataToyoaki Shiwaku OriginalPaper Pages: 285 - 289
Fire after earthquake analysis of steel moment resisting frames Raul ZahariaDan Pintea OriginalPaper Pages: 275 - 284
Shape memory alloy bending bars as seismic restrainers for bridges in seismic areas Eunsoo ChoiDo-Hyung LeeNae-Young Choei OriginalPaper Pages: 261 - 273
Stability analysis of prestressed space truss structures based on the imperfect truss element Zhen ZhouShao-ping MengJing Wu OriginalPaper Pages: 253 - 260
Involvements of stress triaxiality in the brittle fracture during earthquakes in steel bridge bents Hiroshi TamuraEiichi SasakiTheeraphong Chanpheng OriginalPaper Pages: 241 - 252
The compressive strength of slender C-shaped cold-formed steel members with web openings Dung M. LuePing-Tsung ChungChi-Ling Pan OriginalPaper Pages: 231 - 240
Numerical analysis of nonlinear dynamic structural behaviour of ice-loaded side-shell structures Zhibin JiaJonas W. RingsbergJunbo Jia OriginalPaper Pages: 219 - 230
Flexural strength of a hybrid member for culverts consisting of mortar-filled steel tubes laterally connected by headed reinforcements Sun-Kyu ChoJong-Min LeeDuk-Hyum Park OriginalPaper Pages: 207 - 217
Analytical models for the initial stiffness and plastic moment capacity of an unstiffened top and seat angle connection under a shear load Jae-Guen YangSeong-Sam Jeon OriginalPaper Pages: 195 - 205
Evaluation of factors affecting the fatigue behavior of butt-welded joints using SM520C-TMC steel Kyoung-Nam KimSeong-Haeng LeeKyoung-Sup Jung OriginalPaper Pages: 185 - 193
Buckling and post buckling of thin-walled composite columns with intermediate-stiffened open cross-section under axial compression Jaehong LeeHuu Thanh NguyenSeung-Eock Kim OriginalPaper Pages: 175 - 184
Comparison of component method with experimental tests for flush end-plate connections using hot-rolled perwaja steel sections Mahmood Md. TahirMohd Azman HusseinShahrin Mohamed OriginalPaper Pages: 161 - 174
Reliability analysis of net cross-section resistance with accidental eccentricity of holes Franc SinurDarko Beg OriginalPaper Pages: 153 - 160
Practical valuations on the effect of two type uncertainties for optimum design of cable-stayed bridges Sung-Ho HanJoon-Kyu Park OriginalPaper Pages: 143 - 152
Experimental investigation of the P-Δ effect of low rise unbraced steel frames Hee-Dong KimMyung-Jae Lee OriginalPaper Pages: 131 - 141
Method for estimating the clamping force of high strength bolts subjected to temperature variation Hwan-Seon NahHyeon-Ju LeeWoo-Bum Kim OriginalPaper Pages: 123 - 130
Stiffness requirement for flat-bar longitudinal stiffener of box-girder compression flanges Do Dai ThangMin-Se KooYoung-Do Jeong OriginalPaper Pages: 115 - 122
Risk-based decision support for seismic rehabilitation of structures Joonam ParkDo-Hyung LeeEunsoo Choi OriginalPaper Pages: 107 - 114
Structural behavior of tension joint with high-strength bolted split-tee Seong-Hui LeeJin-Ho KimSung-Mo Choi OriginalPaper Pages: 93 - 105
Experimental investigation on static and fatigue behavior of welded sm490a steel under low temperature Ki-Weon KangByeong-Choon GooJung-Kyu Kim OriginalPaper Pages: 85 - 91
Effects of correction by heating/pressing on mechanical behavior of steel bridge pier Mikihito HirohataTakuya MorimotoYou-Chul Kim OriginalPaper Pages: 77 - 83
Fire resistance of concrete filled square steel tube columns subjected to eccentric axial load Kyungsoo ChungSuhee ParkSungmo Choi OriginalPaper Pages: 69 - 76
Structural behaviour and design of lightweight structural panels using perforated cold-formed thin-walled sections under compression Y. C. WangB. Salhab OriginalPaper Pages: 57 - 67
Temperature of connections during fire on steel framed building Jiří ChloubaFrantišek WaldZdeněk Sokol OriginalPaper Pages: 47 - 55
The definition of fire resistance requirements for stadium and arena developments based on risk Florian M. BlockNeal A. Butterworth OriginalPaper Pages: 39 - 46
Behaviour of composite cellular steel — Concrete beams at elevated temperatures Vuiyee Bernice WongIan BurgessRoger Plank OriginalPaper Pages: 29 - 37
A very simple method for assessing tall building safety in major fires Asif UsmaniCharlotte RobenAhmad Al-Remal OriginalPaper Pages: 17 - 28
Component modelling of flexible end-plate connections in fire Ying HuBuick DavisonRoger Plank OriginalPaper Pages: 1 - 15