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Correlation between sound sources and acoustic quality in urbanized areas
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- 1262
- Страницы: 10902-10902
Impact response of steel fiber reinforced concrete beams with hooked fibers
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- 1142
- Страницы: 10903-10903
The heat flow rejection from double skin facade buffer zones by aeration
- 76
- 1727
- Страницы: 10904-10904
Thermal balance of the high-rise building with translucent modular glazing
- 93
- 1475
- Страницы: 10905-10905
Analytical calculation of the fundamental oscillation frequency of a multi-dome roof
- 37
- 1247
- Страницы: 10906-10906
Fire curtains: models of heat transfer in composite materials
- 31
- 1123
- Страницы: 10908-10908
The joint of precast reinforcement frame elements using composite rods
- 30
- 1088
- Страницы: 10910-10910
The first natural frequency of a planar regular truss. Analytical solution
- 28
- 983
- Страницы: 10912-10912
Energy-efficient structures and technologies in additive construction
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- 1101
- Страницы: 10913-10913
Constructions with the use of monolithic foam concrete in fixed formwork
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- 1013
- Страницы: 10915-10915
Interaction of a sand cushion with a viscoelastic soil base
- 45
- 1080
- Страницы: 10916-10916
Stability of spatial structural elements: the influence of actual modeling
- 35
- 1082
- Страницы: 10917-10917
Formula for natural frequency oscillation truss with an arbitrary number of panels
- 17
- 1031
- Страницы: 10918-10918
Temperature stress accumulation in polymer composite shells under cyclic temperature impact
- 51
- 1056
- Страницы: 10920-10920
Formation of spatial structural coverings
- 31
- 959
- Страницы: 10921-10921
The existing buildings with retaining structures
- 31
- 1027
- Страницы: 10922-10922
Structural multi-element model of viscoelastic material: Concept and experimental testing
- 35
- 1029
- Страницы: 10923-10923
Seismic resilience frames of industrial buildings with energy absorbers
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- 942
- Страницы: 10925-10925
Strengthening of concrete beams by CFRP considering initial state
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- 1021
- Страницы: 10929-10929
Steel-reinforced concrete elements strengthened by the anchoring method
- 32
- 814
- Страницы: 10932-10932