Works matching IS 13694332 AND DT 2016 AND VI 19 AND IP 4
Results: 10
Ultimate bending capacities of steel pipelines under combined loadings.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 642, doi. 10.1177/1369433216630369
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- Article
Panel zone behavior of diaphragm-through connection between concrete-filled steel tubular columns and steel beams.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 627, doi. 10.1177/1369433216630195
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- Article
Role of interfacial damage modeling in finite element analysis of intermediate crack debonding failure of FRP-plated reinforced concrete beams: A numerical investigation.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 671, doi. 10.1177/1369433216630047
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A simplified method for stability analysis of multi-story frames considering vertical interactions between stories.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 599, doi. 10.1177/1369433216630191
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- Article
Seismic performance assessment of pile-supported wharves retrofitted by carbon fibre--reinforced polymer composite considering ageing effect.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 581, doi. 10.1177/1369433216630187
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- Article
The effect of oblique blast loadings on moment and braced frames in steel structures.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 563, doi. 10.1177/1369433216630186
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- Article
Simplified numerical method for latticed shells that considers member geometric imperfection and semi-rigid joints.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 689, doi. 10.1177/1369433216630123
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- Article
Analytical study of point fixed glass facxade systems under monotonic in-plane loading.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 611, doi. 10.1177/1369433216630192
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- Article
Ambient loading and modal parameters for the Chulitna River Bridge.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 660, doi. 10.1177/1369433216630045
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- Article
Experimental investigation on strengthening of infilled frame structures by profiled steel sheet shear walls.
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- Advances in Structural Engineering, 2016, v. 19, n. 4, p. 703, doi. 10.1177/1369433215622880
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- Article