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Frequency response of the construction of a large-span building with a cylindrical-and-slab roof†
Kuzhakhmetova E.R., Sutyrin V.I.
Influence of the soil base on the stress-strain state of a large-span building with a cylinder-and-slab roof
Kuzhakhmetova E.R., Sutyrin V.I.
A method for strengthening arched buildings with insufficient bearing capacity of supports for the perception of the strut
Khusainov D.M., Salimov A.F., Khabibulina A.G.
Modal analysis of a large-span building with different boundary conditions
Kuzhakhmetova E.R., Sutyrin V.I.
Deformation of reinforced concrete frames of multi-storey buildings in extreme conditions under special influences
Kolchunov V.I., Bushova O.B.
Seismic performance of step back, step back set back and set back buildings in sloping ground base
Chhetri S., Adhikari S.
Optimal Duration of Observations During Seismic Inspection of Buildings
Voskresenskiy M.N., Kurdanova A.A.
THE SEISMIC ISOLATION OF A BUILDING WITH DYNAMIC DAMPING OF VIBRATIONS
Penkovskiy G.F., Sevastiyanov V.V.
PROBLEMS OF ANALYSIS OF CONSTRUCTIONS OF DIPLOMATIC COMPLEXES
Razin A.D.
METHOD OF CALCULATION OF EXTENDED LARGE-PANEL BUILDINGS SUBJECTED TO FORCE AND TEMPERATURE ACTION
Buadze I.E., Gagnidze I.S., Ksenidi B.S.
The effect of story drift in a multi-story building under the influence of an earthquake
Sharapov D.A., Gebre T.H., Ali Y.M.
Analysis of frame buckling without sidesway classification
Galishnikova V.V., Pahl P.J.
Stress changing analysis in structures with account of the erection level
Mkrtychev O.V., Andreev M.I., Sidorov D.S.
PROBLEMS OF CALCULATION AND THE DESIGN OF BEARING STRUCTURES OF DIPLOMATIC BUILDINGS IN SEISMIC ZONES
Razin A.D.
THE PROBLEMS OF CHOICE OF CALCULATION SCHEMES IN DESIGN OF DIPLOMATIC COMPLEXES
Razin A.D.
1 - 15 of 15 Items

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