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Journal of Building Structures
1000-6869
2014 Issue 10
Experimental investigation on mechanical behavior of steel-concrete composite beams under negative bending
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page:1-9
FEA and bending capacity calculation for mechanical behavior of steel-concrete composite beams under negative bending
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page:10-20
Experimental investigation on seismic behavior of partially-restrained steel frame subassemblages with different type of RC infill walls
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page:21-30
Experimental research on flexural performance of high strength recycled aggregate concrete slabs with steel bar truss
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page:31-38
Experimental research on concrete-filled square steel tubular columns stiffened with PBL
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page:39-46
Research on prestressing tendons stress increment of prestressed composite beams with corrugated webs
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page:47-55
Experimental research on influence of water vaporization and migration on temperature field of circular concrete filled steel tubular columns in fire
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page:56-64
An evaluation method for progressive collapse resistance based on a collapse probability and a resistance reservation indexes
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page:65-72
Study of seismic collapse fragility evaluation method for multiple-story RC frames based on single-degree-of-freedom system
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page:73-81
Seismic collapse-resistant capacity of moment frames supported by stepped foundation in mountainous city
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page:82-89
Adaptive damage spread model based on force-based beam-column element
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page:90-97
Linear regression estimation of representative values of variable actions
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page:98-103
Inference of basic frequency for masonry structures based on Bayesian method
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page:104-110
Experimental study on seismic behavior of shale fired heat-insulation block walls with ultra-thin mortar joint
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page:111-121
Experimental investigation of blockage effects on fluctuating wind forces on rectangular tall buildings in uniform wind flow
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page:122-129
Numerical simulation of snow drifting and research on snow uneven distribution coefficient of long-span spherical shell roofs
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page:130-136
Nonlinear time-dependent finite element analysis on erection procedure of the Shenzhen Bay Sports Center steel structure
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page:137-143
Theoretical study on bending stiffness of aluminum alloy gusset joint
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page:144-150
Study of effective depth of high energy level dynamic compaction on backfilled residual soil
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page:151-158