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卷 14, 编号 5 (2018)

Analytical and finite element modeling in the calculation and design of reinforcements of stretched elements by fiber-reinforced polymers based on high-strength fiber using adhesive joints

Danilov A., Kalugin I.

(Eng)

编号 2 (2015)

INTERACTION OF PERIODIC SYSTEM HETEROGENEOUS INCLUSIONS AND COHESIVE CRACKS UNDER LONGITUDINAL SHEAR

Mirsalimov V., Hasanov F.

(Rus)

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卷 20, 编号 5 (2024)

Strength Model for Concrete in Near-Reinforcement Region

Kolchunov V., Fedorova N., Iliushchenko T.

(Eng)

(Rus)

编号 3 (2015)

MATHEMATICAL MODELS OF THE IMPROVEMENTED CALCULATION ON DURABILITY OF CONTINUOUS AVIATION CONNECTIONS WITH ACCOUNT OF THEIR COMPLIANCE

Firsanov V.

(Rus)

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卷 20, 编号 6 (2024)

Evaluation of Selection of Finite Element Model for Beam Analysis Based on Shear Stress Distribution

Mozgolov M., Okolnikova G.

(Rus)

编号 5 (2015)

TESTING TECHNIQUE FOR STRUCTURES OF LAYERED REINFORCED CONCRETE WITH CORROSION DAMAGE FOR SHEAR STRENGTH AND SHEAR CRACK RESISTANCE STUDY

KLYUEVA N., KARPENKO D., KASHCHAVCEV A.

(Rus)

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卷 18, 编号 1 (2022)

Bulking of physically nonlinear plates under the action of dynamic shearing loads

Ivanov S.

(Rus)

编号 3 (2016)

DEVELOPMENT OF THE METHOD OF CALCULATION OF THE STRENGTH OF REINFORCED CONCRETE STRUCTURES OF THE HYDRAULIC ERECTIONS STRENGTHENED BY MEANS OF EXTERNAL REINFORCING ON THE BASIS OF COMPOSITE MATERIALS UNDER ACTION OF SHEAR FORCES

Rubin O., Lisichkin S., Aleksandrov A., Simakov O.

(Rus)

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卷 17, 编号 6 (2021): Prospects for the application of shell structures and thin shells in the first half of the 21st century

The economic feasibility of taking into account the joint work of load-bearing and enclosing elements in large-span wooden spatial structures

Pyatikrestovsky K., Sokolov B.

(Rus)

编号 5 (2016)

FINITE ELEMENT ANALYSIS 0F STRESS-STRAIN STATE OF SHELLS OF REVOLUTION WITH TAKING INTO ACCOUNT THE STRAIN OF TRANSVERSAL SHEARING

Klochkov Y., Nikolaev A., Ischanov T.

(Rus)

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卷 17, 编号 5 (2021)

A new direction for calculating the strength of bent reinforced concrete elements along inclined sections with an example of calculating an experimental beam

Starishko I.

(Rus)

编号 3 (2014)

NUCLEATION OF CRACKS IN ISOTROPIC MEDIUM WITH PERIODIC SYSTEM OF THE CIRCULAR HOLES FILLED WITH RIGID INCLUSIONS, AT LONGITUDINAL SHEAR

Hasanov F.

(Rus)

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编号 5 (2017)

RELIABILITY ANALYSIS OF REINFORCED CONCRETE BEAMS WITH SHEAR CRACKS ON REBAR STRENGTH

UTKIN V., SOLOVYEV S.

(Rus)

卷 16, 编号 6 (2020)

Influence of cover splices on the stress-strain state of plate-ribbed wood-composite panels

Labudin B., Popov E., Oshchepkova E., Sopilov V., Ruslanova A., Fukalov A.

(Rus)

编号 6 (2014)

THE INFLUENCE OF NEGATIVE ATMOSPHERIC TEMPERATURES ON THE STRESS STATE AND THE SIZE OF THE CROSS-SECTIONS OF COMPOSITE BEAMS MADE OF WOOD-AND-REINFORCED CONCRETE IN AUTO ROAD BRIDGES

Salamahin P., Reshetnikov I.

(Rus)

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卷 16, 编号 1 (2020)

Accounting for geometric nonlinearity in finite element strength calculations of thin-walled shell-type structures

Klochkov Y., Nikolaev A., Ishchanov T., Andreev A., Klochkov M.

(Rus)

编号 1 (2015)

TO THE BEST WAY OF TAKING INTO ACCOUNT THE ADDITIONAL STRESSES, ARISING IN WOODEN SPANS WITH REINFORCED CONCRETE SLAB ROADWAY OF HIGHWAY BRIDGES DURING THE REDUCTION OF AMBIENT TEMPERATURE

Salamakhin P., Reshetnikov I.

(Rus)

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卷 15, 编号 4 (2019)

Criteria of strength of walls from large masonry blocks

Pyatikrestovsky K.

(Rus)

1 - 18 的 18 信息

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