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                             40 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Advanced analysis of hybrid steel and concrete frames Liu, Si-Wei
 2012
 70 C p. 326-336
11 p.
 artikel
2 Advanced analysis of hybrid steel and concrete frames Liu, Si-Wei
 2012
 70 C p. 337-349
13 p.
 artikel
3 A new shape function for tapered three-dimensional beams with flexible connections Valipour, Hamid R.
 2012
 70 C p. 43-50
8 p.
 artikel
4 A numerical and analytical study on distortional buckling of doubly-symmetric steel I-beams Kalkan, Ilker
 2012
 70 C p. 289-297
9 p.
 artikel
5 Calendar 2012
 70 C p. I-
1 p.
 artikel
6 Cyclic testing of a metal building moment frame system with web-tapered members Hong, Jong-Kook
 2012
 70 C p. 248-255
8 p.
 artikel
7 Development of component stiffness equations for bolted connections to RHS columns Park, A.Y.
 2012
 70 C p. 137-152
16 p.
 artikel
8 Dynamic stability of multi-span frames subjected to periodic loading Şakar, Gürkan
 2012
 70 C p. 65-70
6 p.
 artikel
9 Editorial Board 2012
 70 C p. IFC-
1 p.
 artikel
10 Elasto–plastic analysis of steel plane frames using Homotopy Perturbation Method Saffari, H.
 2012
 70 C p. 350-357
8 p.
 artikel
11 Evaluation of compression member buckling and post-buckling behavior using artificial neural network Sheidaii, Mohammad Reza
 2012
 70 C p. 71-77
7 p.
 artikel
12 Evaluation of vibration control system with U-dampers based on quasi-linear motion mechanism Tagawa, Hiroshi
 2012
 70 C p. 213-225
13 p.
 artikel
13 Experimental and parametric study on the post-fire behavior of tubular T-joint Jin, Meng
 2012
 70 C p. 93-100
8 p.
 artikel
14 Experimental evaluation of stress concentration factor of welded steel bridge T-joints Ye, X.W.
 2012
 70 C p. 78-85
8 p.
 artikel
15 Experimental investigation of behavior of steel frames with y-shaped concentric bracing Majid Zamani, Sohail
 2012
 70 C p. 12-27
16 p.
 artikel
16 Experimental investigation on cyclic behavior of perforated steel plate shear walls Valizadeh, H.
 2012
 70 C p. 308-316
9 p.
 artikel
17 Fatigue performance and stiffness variation of stud connectors in steel–concrete–steel sandwich systems Dogan, O.
 2012
 70 C p. 86-92
7 p.
 artikel
18 Full-scale fatigue tests of a cable-to-orthotropic bridge deck connection Lin, Chih-Han
 2012
 70 C p. 264-272
9 p.
 artikel
19 High strength thin-walled rectangular concrete-filled steel tubular slender beam-columns, Part II: Behavior Patel, Vipulkumar Ishvarbhai
 2012
 70 C p. 368-376
9 p.
 artikel
20 High strength thin-walled rectangular concrete-filled steel tubular slender beam-columns, Part I: Modeling Patel, Vipulkumar Ishvarbhai
 2012
 70 C p. 377-384
8 p.
 artikel
21 Hysteretic model for steel energy dissipation devices and evaluation of a minimal-damage seismic design approach for steel buildings Karavasilis, Theodore L.
 2012
 70 C p. 358-367
10 p.
 artikel
22 Improved measure of beam-to-column joint rotation in steel frames Shi, Gang
 2012
 70 C p. 298-307
10 p.
 artikel
23 Investigating the properties of steel shear walls reinforced with Carbon Fiber Polymers (CFRP) Hatami, Farzad
 2012
 70 C p. 36-42
7 p.
 artikel
24 Member moment capacities of mono-symmetric LiteSteel Beam floor joists with web openings Seo, Jung Kwan
 2012
 70 C p. 153-166
14 p.
 artikel
25 Moment-connection between I-beam and built-up square column by a diagonal through plate Torabian, Shahabeddin
 2012
 70 C p. 385-401
17 p.
 artikel
26 Nonlinear FE analysis of the ultimate behavior of steel castellated beams Soltani, M.R.
 2012
 70 C p. 101-114
14 p.
 artikel
27 Numerical analyses of steel beam–column joints subjected to catenary action Yang, Bo
 2012
 70 C p. 1-11
11 p.
 artikel
28 Numerical modelling and design of LiteSteel Beams subject to lateral buckling Anapayan, Tharmarajah
 2012
 70 C p. 51-64
14 p.
 artikel
29 Numerical simulation of gusset plate connections with rectangular hollow section shape brace under quasi-static cyclic loading Nascimbene, R.
 2012
 70 C p. 177-189
13 p.
 artikel
30 Performance of intermediate and long links in eccentrically braced frames Daneshmand, Ardeshir
 2012
 70 C p. 167-176
10 p.
 artikel
31 Progressive collapse analysis of concentrically braced frames through EPCA algorithm Asgarian, Behrouz
 2012
 70 C p. 127-136
10 p.
 artikel
32 Response of a multi-storey steel composite building with concentric bracing under consecutive column removal scenarios Fu, Feng
 2012
 70 C p. 115-126
12 p.
 artikel
33 Rotation capacities of reduced beam section with bolted web (RBS-B) connections Han, Sang Whan
 2012
 70 C p. 256-263
8 p.
 artikel
34 Slip factor in slip resistant joints with high strength steel Cruz, A.
 2012
 70 C p. 280-288
9 p.
 artikel
35 Strengthening of reinforced concrete structures with external steel shear walls Görgülü, Tarkan
 2012
 70 C p. 226-235
10 p.
 artikel
36 Stress separation concept for plate buckling strength under flexural-shear and axial force Suzuki, Takuya
 2012
 70 C p. 317-325
9 p.
 artikel
37 Structural details of steel girder–abutment joints in integral bridges: An experimental study Kim, Sang-Hyo
 2012
 70 C p. 190-212
23 p.
 artikel
38 Study on steel box girder bridges partly stiffened by CFT arch ribs Okamoto, Yutaka
 2012
 70 C p. 28-35
8 p.
 artikel
39 Tests and numerical study of ultra-high strength steel columns with end restraints Shi, Gang
 2012
 70 C p. 236-247
12 p.
 artikel
40 Theoretical analysis of partially restrained zed-purlin beams subjected to up-lift loads Li, Long-yuan
 2012
 70 C p. 273-279
7 p.
 artikel
                             40 gevonden resultaten
 
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