16 research outputs found
ΠΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ΅ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΈ ΠΎΡΠΏΠΎΡΠ½ΠΈΡ Π°ΡΡ ΠΈΡΠ΅ΠΊΡΠΎΠ½ΡΠΊΠΈΡ ΠΎΠ±ΡΠ΅ΠΊΠ°ΡΠ° ΠΊΠΎΡΠΈΡΡΠ΅ΡΠ΅ΠΌ ΠΏΠ°Π½Π΅Π»Π° ΠΎΠ΄ ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠΎΠ½ΠΎΠ³ ΡΡΠ°ΠΊΠ»Π° ΠΈΠ»ΠΈ ΠΏΠΎΠ»ΠΈΠΊΠ°ΡΠ±ΠΎΠ½Π°ΡΠ°
The thesis proposes a design concept of seismic resistant architectural structures by using unconventional materials-laminated glass and laminated klirit, materials that are not usually used in construction design for that purpose, although being widespread and easily available, and therefore defined as unconventional. In the proposed design concept, laminated glass and laminated klirit are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated klirit had been exposed to the cyclic loads that simulate the seismic force. In this way the load capacity of composite assemblies was tested for the effects of dynamic load that was parallel to assembly plane. Thus, the stress intensity to which composite systems might be exposed was determined as well as the range of the structure stiffening referring to the expressed deformation along with the advantages of a particular type of filling compared to the other one. Using specialized software whose operation is based on the finite element method, a computer model of the structure was created and processed in the case study; the same computer model was used for analyzing the problem in the first phase of the design process. The stiffening system based on composite assemblies tested in laboratories is implemented in the computer model. The results of the modal analysis and seismic calculation from the computer model with stiffeners applied showed an efficacy of such a solution, thus rounding the design procedures for aseismic stiffening by using unconventional materials...Π£ ΡΠ΅Π·ΠΈ ΡΠ΅ ΠΏΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½ ΠΊΠΎΠ½ΡΠ΅ΠΏΡ ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ° ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΈ ΠΎΡΠΏΠΎΡΠ½ΠΈΡ
Π°ΡΡ
ΠΈΡΠ΅ΠΊΡΠΎΠ½ΡΠΊΠΈΡ
ΠΎΠ±ΡΠ΅ΠΊΠ°ΡΠ°, ΡΠΏΠΎΡΡΠ΅Π±ΠΎΠΌ Π½Π΅ΠΊΠΎΠ½Π²Π΅Π½ΡΠΈΠΎΠ½Π°Π»Π½ΠΈΡ
ΠΌΠ°ΡΠ΅ΡΠΈΡΠ°Π»Π° β Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΡΡΠ°ΠΊΠ»Π° ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΠΊΠ»ΠΈΡΠΈΡΠ°, ΠΊΠΎΡΠΈ ΡΠ΅ Ρ Π³ΡΠ°ΡΠ΅Π²ΠΈΠ½Π°ΡΡΡΠ²Ρ Π½Π°ΡΡΠ΅ΡΡΠ΅ Π½Π΅ ΠΊΠΎΡΠΈΡΡΠ΅ Ρ ΡΡ ΡΠ²ΡΡ
Ρ, ΠΏΠ° ΡΡ, ΠΈΠ°ΠΊΠΎ ΡΠΈΡΠΎΠΊΠΎ ΡΠ°ΡΠΏΡΠΎΡΡΡΠ°ΡΠ΅Π½ΠΈ ΠΈ Π»Π°ΠΊΠΎ Π΄ΠΎΡΡΡΠΏΠ½ΠΈ, Π΄Π΅ΡΠΈΠ½ΠΈΡΠ°Π½ΠΈ ΠΊΠ°ΠΎ Π½Π΅ΠΊΠΎΠ½Π²Π΅Π½ΡΠΈΠΎΠ½Π°Π»Π½ΠΈ. ΠΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½ΠΈΠΌ ΠΊΠΎΠ½ΡΠ΅ΠΏΡΠΎΠΌ ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ°, Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎ ΡΡΠ°ΠΊΠ»ΠΎ ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΈ ΠΊΠ»ΠΈΡΠΈΡ, ΠΏΡΠ΅Π΄Π²ΠΈΡΠ΅Π½ΠΈ ΡΡ ΠΊΠ°ΠΎ ΠΈΡΠΏΡΠ½Π° Ρ ΡΠ΅Π»ΠΈΡΠ½ΠΎΠΌ ΡΠ°ΠΌΡ, Π½Π° ΠΊΠΎΡΠΈ Π½Π°Π»Π΅ΠΆΡ ΠΏΠΎΡΡΠ΅Π΄ΡΡΠ²ΠΎΠΌ ΠΈΠ½ΡΠ΅ΡΠΌΠ΅Π΄ΠΈΡΠ°Π»Π½ΠΎΠ³ ΡΠ»ΠΎΡΠ° Π³ΡΠΌΠ΅, ΡΠΈΠΌΠ΅ ΡΠ΅ ΡΠΎΡΠΌΠΈΡΠ° ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈ ΡΠΊΠ»ΠΎΠΏ. ΠΠ° ΡΠ°Ρ Π½Π°ΡΠΈΠ½ ΡΠ΅ ΡΠΎΡΠΌΠΈΡΠ°ΡΡ Π²Π΅ΡΡΠΈΠΊΠ°Π»Π½ΠΈ Π΅Π»Π΅ΠΌΠ΅Π½ΡΠΈ ΡΠΊΡΡΡΠ΅ΡΠ°, ΠΈΠ½ΡΠ΅Π³ΡΠΈΡΠ°Π½ΠΈ Ρ ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠ²Π½ΠΈ ΡΠΈΡΡΠ΅ΠΌ ΠΎΠ±ΡΠ΅ΠΊΡΠ°, ΠΎΡΠΏΠΎΡΠΎΠ±ΡΠ΅Π½ΠΈ Π·Π° ΠΏΡΠΈΡΠ΅ΠΌ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠ΅ ΡΠΈΠ»Π΅. ΠΡΠΈΠΌΠ΅Π½ΡΠΈΠ²ΠΎΡΡ ΡΠ°ΠΊΠ²ΠΎΠ³ ΡΠΈΡΡΠ΅ΠΌΠ°, ΠΏΡΠΎΠ²Π΅ΡΠ΅Π½Π° ΡΠ΅ Π΅ΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠΎΠΌ Ρ Π»Π°Π±ΠΎΡΠ°ΡΠΎΡΠΈΡΡΠΊΠΈΠΌ ΡΡΠ»ΠΎΠ²ΠΈΠΌΠ°, Π³Π΄Π΅ ΡΡ Π΅ΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠ°Π»Π½ΠΈ ΠΌΠΎΠ΄Π΅Π»ΠΈ Π½Π° Π±Π°Π·ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΡΡΠ°ΠΊΠ»Π° ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΠΊΠ»ΠΈΡΠΈΡΠ° ΠΈΠ·Π»Π°Π³Π°Π½ΠΈ Π΄Π΅ΡΡΡΠ²Ρ ΡΠΈΠΊΠ»ΠΈΡΠ½ΠΎΠ³ ΠΎΠΏΡΠ΅ΡΠ΅ΡΠ΅ΡΠ°, ΠΊΠΎΡΠ΅ ΡΠΈΠΌΡΠ»ΠΈΡΠ° ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΡ ΡΠΈΠ»Ρ. Π’ΠΈΠΌΠ΅ ΡΠ΅ ΠΏΡΠΎΠ²Π΅ΡΠ΅Π½ ΠΊΠ°ΠΏΠ°ΡΠΈΡΠ΅Ρ Π½ΠΎΡΠΈΠ²ΠΎΡΡΠΈ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈΡ
ΡΠΊΠ»ΠΎΠΏΠΎΠ²Π°, Π·Π° Π΄Π΅ΡΡΡΠ²ΠΎ Π΄ΠΈΠ½Π°ΠΌΠΈΡΠΊΠΎΠ³ ΠΎΠΏΡΠ΅ΡΠ΅ΡΠ΅ΡΠ°, ΠΏΠ°ΡΠ°Π»Π΅Π»Π½ΠΎΠ³ ΡΠ°Π²Π½ΠΈ ΡΠΊΠ»ΠΎΠΏΠ°. Π£ΡΠ²ΡΡΠ΅Π½ ΡΠ΅ ΠΈΠ½ΡΠ΅Π½Π·ΠΈΡΠ΅Ρ Π½Π°ΠΏΡΠ΅Π·Π°ΡΠ° ΠΊΠΎΡΠ΅ΠΌ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈ ΡΠΊΠ»ΠΎΠΏΠΎΠ²ΠΈ ΠΌΠΎΠ³Ρ Π±ΠΈΡΠΈ ΠΈΠ·Π»ΠΎΠΆΠ΅Π½ΠΈ, ΡΡΠ΅ΠΏΠ΅Π½ ΡΠΊΡΡΡΠ΅ΡΠ° ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΡΠ΅ Ρ ΡΠΌΠΈΡΠ»Ρ ΠΈΡΠΊΠ°Π·Π°Π½ΠΈΡ
Π΄Π΅ΡΠΎΡΠΌΠ°ΡΠΈΡΠ°, ΠΊΠ°ΠΎ ΠΈ ΠΏΡΠ΅Π΄Π½ΠΎΡΡΠΈ ΡΠ΅Π΄Π½Π΅ Π²ΡΡΡΠ΅ ΠΈΡΠΏΡΠ½Π΅ Ρ ΠΎΠ΄Π½ΠΎΡΡ Π½Π° Π΄ΡΡΠ³Ρ. ΠΠΎΠΌΠΎΡΡ ΡΠΏΠ΅ΡΠΈΡΠ°Π»ΠΈΠ·ΠΎΠ²Π°Π½ΠΎΠ³ ΡΠΎΡΡΠ²Π΅ΡΠ°, ΡΠΈΡΠΈ ΡΠ΅ ΡΠ°Π΄ Π±Π°Π·ΠΈΡΠ° Π½Π° ΠΌΠ΅ΡΠΎΠ΄ΠΈ ΠΊΠΎΠ½Π°ΡΠ½ΠΈΡ
Π΅Π»Π΅ΠΌΠ΅Π½Π°ΡΠ°, ΠΊΡΠ΅ΠΈΡΠ°Π½ ΡΠ΅ ΡΠ°ΡΡΠ½Π°ΡΡΠΊΠΈ ΠΌΠΎΠ΄Π΅Π» ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΡΠ΅ ΠΎΠ±ΡΠ΅ΠΊΡΠ° ΠΊΠΎΡΠΈ ΡΠ΅ ΠΎΠ±ΡΠ°ΡΠΈΠ²Π°Π½ Ρ ΡΡΡΠ΄ΠΈΡΠΈ ΡΠ»ΡΡΠ°ΡΠ°, ΠΊΠΎΡΠΈ ΡΠ΅ Ρ ΠΏΡΠ²ΠΎΡ ΡΠ°Π·ΠΈ ΠΏΡΠΎΡΠ΅ΡΠ° ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ° ΡΠ»ΡΠΆΠΈΠΎ Π·Π° Π°Π½Π°Π»ΠΈΠ·Ρ ΠΏΡΠΎΠ±Π»Π΅ΠΌΠ°. Π£ ΡΠ°Ρ ΡΠ°ΡΡΠ½Π°ΡΡΠΊΠΈ ΠΌΠΎΠ΄Π΅Π», ΠΈΠΌΠΏΠ»Π΅ΠΌΠ΅Π½ΡΠΈΡΠ°Π½ ΡΠ΅ ΡΠΈΡΡΠ΅ΠΌ ΡΠΊΡΡΡΠ΅ΡΠ° Π½Π° Π±Π°Π·ΠΈ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈΡ
ΡΠΊΠ»ΠΎΠΏΠΎΠ²Π° ΠΈΡΠΏΠΈΡΠ°Π½ΠΈΡ
Ρ Π»Π°Π±ΠΎΡΠ°ΡΠΎΡΠΈΡΠΈ. Π Π΅Π·ΡΠ»ΡΠ°ΡΠΈ ΠΌΠΎΠ΄Π°Π»Π½Π΅ Π°Π½Π°Π»ΠΈΠ·Π΅ ΠΈ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΎΠ³ ΠΏΡΠΎΡΠ°ΡΡΠ½Π° ΠΈΠ· ΡΠ°ΡΡΠ½Π°ΡΡΠΊΠΎΠ³ ΠΌΠΎΠ΄Π΅Π»Π° ΡΠ° ΠΏΡΠΈΠΌΠ΅ΡΠ΅Π½ΠΈΠΌ ΡΠΊΡΡΡΠ΅ΡΠΈΠΌΠ°, ΠΏΠΎΠΊΠ°Π·Π°Π»ΠΈ ΡΡ Π΅ΡΠΈΠΊΠ°ΡΠ½ΠΎΡΡ ΡΠ΅ΡΠ΅ΡΠ°, ΡΠΈΠΌΠ΅ ΡΠ΅ Π·Π°ΠΎΠΊΡΡΠΆΠ΅Π½Π° ΠΏΡΠΎΡΠ΅Π΄ΡΡΠ° ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ° Π°ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΎΠ³ ΡΠΊΡΡΡΠ΅ΡΠ° ΠΊΠΎΡΠΈΡΡΠ΅ΡΠ΅ΠΌ Π½Π΅ΠΊΠΎΠ½Π²Π΅Π½ΡΠΈΠΎΠ½Π°Π»Π½ΠΈΡ
ΠΌΠ°ΡΠ΅ΡΠΈΡΠ°Π»Π°..
Design of seismic resistant architectural structures by using panels of construction glass or polycarbonates
Π£ ΡΠ΅Π·ΠΈ ΡΠ΅ ΠΏΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½ ΠΊΠΎΠ½ΡΠ΅ΠΏΡ ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ° ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΈ ΠΎΡΠΏΠΎΡΠ½ΠΈΡ
Π°ΡΡ
ΠΈΡΠ΅ΠΊΡΠΎΠ½ΡΠΊΠΈΡ
ΠΎΠ±ΡΠ΅ΠΊΠ°ΡΠ°, ΡΠΏΠΎΡΡΠ΅Π±ΠΎΠΌ Π½Π΅ΠΊΠΎΠ½Π²Π΅Π½ΡΠΈΠΎΠ½Π°Π»Π½ΠΈΡ
ΠΌΠ°ΡΠ΅ΡΠΈΡΠ°Π»Π° β Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΡΡΠ°ΠΊΠ»Π° ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΠΊΠ»ΠΈΡΠΈΡΠ°, ΠΊΠΎΡΠΈ ΡΠ΅ Ρ Π³ΡΠ°ΡΠ΅Π²ΠΈΠ½Π°ΡΡΡΠ²Ρ Π½Π°ΡΡΠ΅ΡΡΠ΅ Π½Π΅ ΠΊΠΎΡΠΈΡΡΠ΅ Ρ ΡΡ ΡΠ²ΡΡ
Ρ, ΠΏΠ° ΡΡ, ΠΈΠ°ΠΊΠΎ ΡΠΈΡΠΎΠΊΠΎ ΡΠ°ΡΠΏΡΠΎΡΡΡΠ°ΡΠ΅Π½ΠΈ ΠΈ Π»Π°ΠΊΠΎ Π΄ΠΎΡΡΡΠΏΠ½ΠΈ, Π΄Π΅ΡΠΈΠ½ΠΈΡΠ°Π½ΠΈ ΠΊΠ°ΠΎ Π½Π΅ΠΊΠΎΠ½Π²Π΅Π½ΡΠΈΠΎΠ½Π°Π»Π½ΠΈ. ΠΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½ΠΈΠΌ ΠΊΠΎΠ½ΡΠ΅ΠΏΡΠΎΠΌ ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ°, Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎ ΡΡΠ°ΠΊΠ»ΠΎ ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΈ ΠΊΠ»ΠΈΡΠΈΡ, ΠΏΡΠ΅Π΄Π²ΠΈΡΠ΅Π½ΠΈ ΡΡ ΠΊΠ°ΠΎ ΠΈΡΠΏΡΠ½Π° Ρ ΡΠ΅Π»ΠΈΡΠ½ΠΎΠΌ ΡΠ°ΠΌΡ, Π½Π° ΠΊΠΎΡΠΈ Π½Π°Π»Π΅ΠΆΡ ΠΏΠΎΡΡΠ΅Π΄ΡΡΠ²ΠΎΠΌ ΠΈΠ½ΡΠ΅ΡΠΌΠ΅Π΄ΠΈΡΠ°Π»Π½ΠΎΠ³ ΡΠ»ΠΎΡΠ° Π³ΡΠΌΠ΅, ΡΠΈΠΌΠ΅ ΡΠ΅ ΡΠΎΡΠΌΠΈΡΠ° ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈ ΡΠΊΠ»ΠΎΠΏ. ΠΠ° ΡΠ°Ρ Π½Π°ΡΠΈΠ½ ΡΠ΅ ΡΠΎΡΠΌΠΈΡΠ°ΡΡ Π²Π΅ΡΡΠΈΠΊΠ°Π»Π½ΠΈ Π΅Π»Π΅ΠΌΠ΅Π½ΡΠΈ ΡΠΊΡΡΡΠ΅ΡΠ°, ΠΈΠ½ΡΠ΅Π³ΡΠΈΡΠ°Π½ΠΈ Ρ ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠ²Π½ΠΈ ΡΠΈΡΡΠ΅ΠΌ ΠΎΠ±ΡΠ΅ΠΊΡΠ°, ΠΎΡΠΏΠΎΡΠΎΠ±ΡΠ΅Π½ΠΈ Π·Π° ΠΏΡΠΈΡΠ΅ΠΌ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠ΅ ΡΠΈΠ»Π΅. ΠΡΠΈΠΌΠ΅Π½ΡΠΈΠ²ΠΎΡΡ ΡΠ°ΠΊΠ²ΠΎΠ³ ΡΠΈΡΡΠ΅ΠΌΠ°, ΠΏΡΠΎΠ²Π΅ΡΠ΅Π½Π° ΡΠ΅ Π΅ΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠΎΠΌ Ρ Π»Π°Π±ΠΎΡΠ°ΡΠΎΡΠΈΡΡΠΊΠΈΠΌ ΡΡΠ»ΠΎΠ²ΠΈΠΌΠ°, Π³Π΄Π΅ ΡΡ Π΅ΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠ°Π»Π½ΠΈ ΠΌΠΎΠ΄Π΅Π»ΠΈ Π½Π° Π±Π°Π·ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΡΡΠ°ΠΊΠ»Π° ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΠΊΠ»ΠΈΡΠΈΡΠ° ΠΈΠ·Π»Π°Π³Π°Π½ΠΈ Π΄Π΅ΡΡΡΠ²Ρ ΡΠΈΠΊΠ»ΠΈΡΠ½ΠΎΠ³ ΠΎΠΏΡΠ΅ΡΠ΅ΡΠ΅ΡΠ°, ΠΊΠΎΡΠ΅ ΡΠΈΠΌΡΠ»ΠΈΡΠ° ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΡ ΡΠΈΠ»Ρ. Π’ΠΈΠΌΠ΅ ΡΠ΅ ΠΏΡΠΎΠ²Π΅ΡΠ΅Π½ ΠΊΠ°ΠΏΠ°ΡΠΈΡΠ΅Ρ Π½ΠΎΡΠΈΠ²ΠΎΡΡΠΈ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈΡ
ΡΠΊΠ»ΠΎΠΏΠΎΠ²Π°, Π·Π° Π΄Π΅ΡΡΡΠ²ΠΎ Π΄ΠΈΠ½Π°ΠΌΠΈΡΠΊΠΎΠ³ ΠΎΠΏΡΠ΅ΡΠ΅ΡΠ΅ΡΠ°, ΠΏΠ°ΡΠ°Π»Π΅Π»Π½ΠΎΠ³ ΡΠ°Π²Π½ΠΈ ΡΠΊΠ»ΠΎΠΏΠ°. Π£ΡΠ²ΡΡΠ΅Π½ ΡΠ΅ ΠΈΠ½ΡΠ΅Π½Π·ΠΈΡΠ΅Ρ Π½Π°ΠΏΡΠ΅Π·Π°ΡΠ° ΠΊΠΎΡΠ΅ΠΌ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈ ΡΠΊΠ»ΠΎΠΏΠΎΠ²ΠΈ ΠΌΠΎΠ³Ρ Π±ΠΈΡΠΈ ΠΈΠ·Π»ΠΎΠΆΠ΅Π½ΠΈ, ΡΡΠ΅ΠΏΠ΅Π½ ΡΠΊΡΡΡΠ΅ΡΠ° ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΡΠ΅ Ρ ΡΠΌΠΈΡΠ»Ρ ΠΈΡΠΊΠ°Π·Π°Π½ΠΈΡ
Π΄Π΅ΡΠΎΡΠΌΠ°ΡΠΈΡΠ°, ΠΊΠ°ΠΎ ΠΈ ΠΏΡΠ΅Π΄Π½ΠΎΡΡΠΈ ΡΠ΅Π΄Π½Π΅ Π²ΡΡΡΠ΅ ΠΈΡΠΏΡΠ½Π΅ Ρ ΠΎΠ΄Π½ΠΎΡΡ Π½Π° Π΄ΡΡΠ³Ρ. ΠΠΎΠΌΠΎΡΡ ΡΠΏΠ΅ΡΠΈΡΠ°Π»ΠΈΠ·ΠΎΠ²Π°Π½ΠΎΠ³ ΡΠΎΡΡΠ²Π΅ΡΠ°, ΡΠΈΡΠΈ ΡΠ΅ ΡΠ°Π΄ Π±Π°Π·ΠΈΡΠ° Π½Π° ΠΌΠ΅ΡΠΎΠ΄ΠΈ ΠΊΠΎΠ½Π°ΡΠ½ΠΈΡ
Π΅Π»Π΅ΠΌΠ΅Π½Π°ΡΠ°, ΠΊΡΠ΅ΠΈΡΠ°Π½ ΡΠ΅ ΡΠ°ΡΡΠ½Π°ΡΡΠΊΠΈ ΠΌΠΎΠ΄Π΅Π» ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΡΠ΅ ΠΎΠ±ΡΠ΅ΠΊΡΠ° ΠΊΠΎΡΠΈ ΡΠ΅ ΠΎΠ±ΡΠ°ΡΠΈΠ²Π°Π½ Ρ ΡΡΡΠ΄ΠΈΡΠΈ ΡΠ»ΡΡΠ°ΡΠ°, ΠΊΠΎΡΠΈ ΡΠ΅ Ρ ΠΏΡΠ²ΠΎΡ ΡΠ°Π·ΠΈ ΠΏΡΠΎΡΠ΅ΡΠ° ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ° ΡΠ»ΡΠΆΠΈΠΎ Π·Π° Π°Π½Π°Π»ΠΈΠ·Ρ ΠΏΡΠΎΠ±Π»Π΅ΠΌΠ°. Π£ ΡΠ°Ρ ΡΠ°ΡΡΠ½Π°ΡΡΠΊΠΈ ΠΌΠΎΠ΄Π΅Π», ΠΈΠΌΠΏΠ»Π΅ΠΌΠ΅Π½ΡΠΈΡΠ°Π½ ΡΠ΅ ΡΠΈΡΡΠ΅ΠΌ ΡΠΊΡΡΡΠ΅ΡΠ° Π½Π° Π±Π°Π·ΠΈ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈΡ
ΡΠΊΠ»ΠΎΠΏΠΎΠ²Π° ΠΈΡΠΏΠΈΡΠ°Π½ΠΈΡ
Ρ Π»Π°Π±ΠΎΡΠ°ΡΠΎΡΠΈΡΠΈ. Π Π΅Π·ΡΠ»ΡΠ°ΡΠΈ ΠΌΠΎΠ΄Π°Π»Π½Π΅ Π°Π½Π°Π»ΠΈΠ·Π΅ ΠΈ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΎΠ³ ΠΏΡΠΎΡΠ°ΡΡΠ½Π° ΠΈΠ· ΡΠ°ΡΡΠ½Π°ΡΡΠΊΠΎΠ³ ΠΌΠΎΠ΄Π΅Π»Π° ΡΠ° ΠΏΡΠΈΠΌΠ΅ΡΠ΅Π½ΠΈΠΌ ΡΠΊΡΡΡΠ΅ΡΠΈΠΌΠ°, ΠΏΠΎΠΊΠ°Π·Π°Π»ΠΈ ΡΡ Π΅ΡΠΈΠΊΠ°ΡΠ½ΠΎΡΡ ΡΠ΅ΡΠ΅ΡΠ°, ΡΠΈΠΌΠ΅ ΡΠ΅ Π·Π°ΠΎΠΊΡΡΠΆΠ΅Π½Π° ΠΏΡΠΎΡΠ΅Π΄ΡΡΠ° ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ° Π°ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΎΠ³ ΡΠΊΡΡΡΠ΅ΡΠ° ΠΊΠΎΡΠΈΡΡΠ΅ΡΠ΅ΠΌ Π½Π΅ΠΊΠΎΠ½Π²Π΅Π½ΡΠΈΠΎΠ½Π°Π»Π½ΠΈΡ
ΠΌΠ°ΡΠ΅ΡΠΈΡΠ°Π»Π°...The thesis proposes a design concept of seismic resistant architectural structures by using unconventional materials-laminated glass and laminated klirit, materials that are not usually used in construction design for that purpose, although being widespread and easily available, and therefore defined as unconventional. In the proposed design concept, laminated glass and laminated klirit are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated klirit had been exposed to the cyclic loads that simulate the seismic force. In this way the load capacity of composite assemblies was tested for the effects of dynamic load that was parallel to assembly plane. Thus, the stress intensity to which composite systems might be exposed was determined as well as the range of the structure stiffening referring to the expressed deformation along with the advantages of a particular type of filling compared to the other one. Using specialized software whose operation is based on the finite element method, a computer model of the structure was created and processed in the case study; the same computer model was used for analyzing the problem in the first phase of the design process. The stiffening system based on composite assemblies tested in laboratories is implemented in the computer model. The results of the modal analysis and seismic calculation from the computer model with stiffeners applied showed an efficacy of such a solution, thus rounding the design procedures for aseismic stiffening by using unconventional materials..
A model of the preventive restoration of architectural structures by steel and glass
The paper proposes a design concept of seismic resistant architectural structures by using unconventional materials- laminated glass and laminated klirit, materials that are not usually used in construction design for thar purpose, although being widespread and easily available, and therefore defined as unconventional, with the goal of the preventive restoration. In the proposed design concept, laminated glass and laminated klirit are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way, vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated klirit had benn exposed to the cyclic loads that simulate the sesmic force. In this way, the load capacity of composite assemblies was tasted for the effects of dynamic load that was parallel to assembly plane
Aseismic Stiffening of Architectural Buildings as Preventive Restoration Using Unconventional Materials
In the proposed design concept, laminated glass and laminated plexiglass, as βunconventional
materialsβ, are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated plexiglass had been exposed to the cyclic loads that simulate the seismic force. In this way the load capacity of composite assemblies was tested for the effects of dynamic load that was parallel to assembly plane. Thus, the stress intensity to which composite systems might be exposed was determined as well as the range of the structure stiffening referring to the expressed deformation along with
the advantages of a particular type of filling compared to the other one. Using specialized software whose operation is based on the finite element method, a computer model of the structure was created and processed in the case study; the same computer model was used for analysing the problem in the first phase of the design process. The stiffening system based on composite assemblies tested in laboratories is implemented in the computer model. The results of the modal analysis and seismic calculation from the computer model with stiffeners applied showed an efficacy of such a solution, thus rounding the design procedures for aseismic stiffening by using unconventional materials
ΔeliΔni okviri sa ispunom od klirita ili stakla pod ciklkiΔnim optereΔenjem
Glass facade is traditionally considered as non structural element in buildings subjected to earthquake loading. Severe earthquake damage of windows glass panels initiated the research in this area in two directions. The first approach tends to minimize damage of glass panes as non structural elements. The second approach integrates glass panes in structural system in order to stabilize main bearing elements. In this paper the results of experimental investigation of composite panels subjected to in-plane cyclic loadings is presented. The panels are formed of steel frames, laminated glass or polycarbonate (klirit) infill and rubber joints. The presented results demonstrate the response of composite panels due to various load levels and frequencies.Zbornik radova GraΔevinskog fakultet
Π Π°Π·Π²ΠΎΡΠ½ΠΈ ΠΊΠΎΠ½ΡΠ΅ΠΏΡΠΈ Π²ΠΈΡΠ΅ΠΏΠΎΡΠΎΠ΄ΠΈΡΠ½ΠΎΠ³ ΠΏΠ°ΡΠΈΠ²Π½ΠΎΠ³ ΡΡΠ°ΠΌΠ±Π΅Π½ΠΎΠ³ ΠΎΠ±ΡΠ΅ΠΊΡΠ° ΡΠ° Π΅Π»Π΅ΠΌΠ΅Π½ΡΠΈΠΌΠ° Π°ΡΡΠΎΠΌΠ°ΡΠΈΠ·Π°ΡΠΈΡΠ΅
ΠΠΏΠΈΡ: ΠΡΠΈΠΊΠ°Π·Π°Π½ΠΎ ΡΠ΅Ρ
Π½ΠΈΠΊΠΎ ΡΠ΅ΡΠ΅ΡΠ΅ ΠΏΡΠ΅Π΄ΡΡΠ°Π²ΡΠ° ΡΡΠ±Π»ΠΈΠΌΠ°ΡΠΈΡΡ ΠΌΠΎΠ΄Π΅ΡΠ½ΠΈΡ
Π·Π½Π°ΡΠ° ΠΈΠ· Π°ΡΡ
ΠΈΡΠ΅ΠΊΡΡΡΠ΅, ΠΌΠ°ΡΠΈΠ½ΡΡΠ²Π°, Π΅Π»Π΅ΠΊΡΡΠΎΡΠ΅Ρ
Π½ΠΈΠΊΠ΅ ΠΈ Π³ΡΠ°ΡΠ΅Π²ΠΈΠ½Π°ΡΡΡΠ²Π°, ΠΊΠ°ΠΎ ΠΈ Π΅ΠΊΠΎΠ½ΠΎΠΌΠΈΡΠ΅. Π Π°Π·Π»ΠΈΡΠΈΡΠΈ ΡΡ ΠΊΠΎΠ½ΡΠ΅ΠΏΡΠΈ Π΅Π½Π΅ΡΠ³Π΅ΡΡΠΊΠΈ Π΅ΡΠΈΠΊΠ°ΡΠ½ΠΈΡ
ΠΎΠ±ΡΠ΅ΠΊΠ°ΡΠ°. ΠΡΠΈΠΊΠ°Π·Π°Π½ΠΎ ΡΠ΅Ρ
Π½ΠΈΡΠΊΠΎ ΡΠ΅ΡΠ΅ΡΠ΅ ΠΏΡΠ΅Π΄ΡΡΠ°Π²ΡΠ° ΠΈΠ·ΡΠ·Π΅ΡΠ½ΠΎ Π΅Π½Π΅ΡΠ³Π΅ΡΡΠΊΠΈ Π΅ΡΠΈΠΊΠ°ΡΠ°Π½, ΠΏΠ°ΡΠΈΠ²Π°Π½ ΡΡΠ°ΠΌΠ±Π΅Π½ΠΈ Π²ΠΈΡΠ΅ΠΏΠΎΡΠΎΠ΄ΠΈΡΠ°Π½ ΠΎΠ±ΡΠ΅ΠΊΠ°Ρ, ΠΏΠΎ ΠΏΡΠ²ΠΈ ΠΏΡΡ, Π½Π° ΠΎΠ²Π°Ρ Π½Π°ΡΠΈΠ½, ΠΏΠΎΠ²Π΅Π·ΡΡΡΡΠΈ Π·Π½Π°ΡΠ°ΡΠ°Π½ Π±ΡΠΎΡ ΠΎΠ±Π»Π°ΡΡΠΈ ΠΏΡΠΈΠΌΠ΅ΡΠ΅Π½ΠΈΡ
Π½Π°ΡΠΊΠ° Ρ ΡΠ΅Π»ΠΈΠ½Ρ, ΠΊΠΎΡΠ° ΠΈΠΌΠ° ΡΠ²ΠΎΡ Π½Π°ΡΡΠ½ΠΎ-ΡΡΡΡΡΠ½ΠΈ, Π°Π»ΠΈ ΠΈ Π΄ΡΡΡΡΠ²Π΅Π½ΠΎ-Π΅ΠΊΠΎΠ½ΠΎΠΌΡΠΊΠΈ Π·Π½Π°ΡΠ°Ρ.Π Π΅Π°Π»ΠΈΠ·Π°ΡΠΎΡ: ΠΠ°ΡΠΈΠ½ΡΠΊΠΈ ΡΠ°ΠΊΡΠ»ΡΠ΅Ρ Ρ ΠΠ΅ΠΎΠ³ΡΠ°Π΄Ρ
ΠΠΎΡΠΈΡΠ½ΠΈΠΊ: ΠΠ³Π΅Π½ΡΠΈΡΠ° Π·Π° ΠΈΠ½Π²Π΅ΡΡΠΈΡΠΈΡΠ΅ ΠΈ ΡΡΠ°Π½ΠΎΠ²Π°ΡΠ΅ ΠΡΠ°Π΄Π° ΠΠ΅ΠΎΠ³ΡΠ°Π΄Π°
ΠΠ°ΡΡΠ½ΠΈ ΠΏΡΠΎΡΠ΅ΠΊΠ°Ρ ΠΠΈΠ½ΠΈΡΡΠ°ΡΡΡΠ²Π° Π·Π° Π½Π°ΡΠΊΡ ΠΈ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΡΠΊΠΈ ΡΠ°Π·Π²ΠΎΡ Π Π΅ΠΏΡΠ±Π»ΠΈΠΊΠ΅ Π‘ΡΠ±ΠΈΡΠ΅: Π΅Π². Π±ΡΠΎΡ 391-00-00027/2009-02/164
ΠΠΎΠ΄ΡΠΈΠΏ ΡΠ΅ΡΠ΅ΡΠ°: Π½ΠΎΠ²ΠΎ ΡΠ΅Ρ
Π½ΠΈΡΠΊΠΎ ΡΠ΅ΡΠ΅ΡΠ΅ ΡΠ° ΡΠ΅Ρ
Π½ΠΈΡΠΊΠΎ-ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΡΠΊΠΈΠΌ ΠΈ Π΄ΡΡΡΡΠ²Π΅Π½ΠΈΠΌ ΠΈΠ½ΠΎΠ²Π°ΡΠΈΡΠ°ΠΌΠ°, ΠΊΠ°ΡΠ΅Π³ΠΎΡΠΈΡ
Π Π°Π·Π²ΠΎΡΠ½ΠΈ ΠΊΠΎΠ½ΡΠ΅ΠΏΡΠΈ Π²ΠΈΡΠ΅ΠΏΠΎΡΠΎΠ΄ΠΈΡΠ½ΠΎΠ³ ΠΏΠ°ΡΠΈΠ²Π½ΠΎΠ³ ΡΡΠ°ΠΌΠ±Π΅Π½ΠΎΠ³ ΠΎΠ±ΡΠ΅ΠΊΡΠ° ΡΠ° Π΅Π»Π΅ΠΌΠ΅Π½ΡΠΈΠΌΠ° Π°ΡΡΠΎΠΌΠ°ΡΠΈΠ·Π°ΡΠΈΡΠ΅
ΠΠΏΠΈΡ: ΠΡΠΈΠΊΠ°Π·Π°Π½ΠΎ ΡΠ΅Ρ
Π½ΠΈΠΊΠΎ ΡΠ΅ΡΠ΅ΡΠ΅ ΠΏΡΠ΅Π΄ΡΡΠ°Π²ΡΠ° ΡΡΠ±Π»ΠΈΠΌΠ°ΡΠΈΡΡ ΠΌΠΎΠ΄Π΅ΡΠ½ΠΈΡ
Π·Π½Π°ΡΠ° ΠΈΠ· Π°ΡΡ
ΠΈΡΠ΅ΠΊΡΡΡΠ΅, ΠΌΠ°ΡΠΈΠ½ΡΡΠ²Π°, Π΅Π»Π΅ΠΊΡΡΠΎΡΠ΅Ρ
Π½ΠΈΠΊΠ΅ ΠΈ Π³ΡΠ°ΡΠ΅Π²ΠΈΠ½Π°ΡΡΡΠ²Π°, ΠΊΠ°ΠΎ ΠΈ Π΅ΠΊΠΎΠ½ΠΎΠΌΠΈΡΠ΅. Π Π°Π·Π»ΠΈΡΠΈΡΠΈ ΡΡ ΠΊΠΎΠ½ΡΠ΅ΠΏΡΠΈ Π΅Π½Π΅ΡΠ³Π΅ΡΡΠΊΠΈ Π΅ΡΠΈΠΊΠ°ΡΠ½ΠΈΡ
ΠΎΠ±ΡΠ΅ΠΊΠ°ΡΠ°. ΠΡΠΈΠΊΠ°Π·Π°Π½ΠΎ ΡΠ΅Ρ
Π½ΠΈΡΠΊΠΎ ΡΠ΅ΡΠ΅ΡΠ΅ ΠΏΡΠ΅Π΄ΡΡΠ°Π²ΡΠ° ΠΈΠ·ΡΠ·Π΅ΡΠ½ΠΎ Π΅Π½Π΅ΡΠ³Π΅ΡΡΠΊΠΈ Π΅ΡΠΈΠΊΠ°ΡΠ°Π½, ΠΏΠ°ΡΠΈΠ²Π°Π½ ΡΡΠ°ΠΌΠ±Π΅Π½ΠΈ Π²ΠΈΡΠ΅ΠΏΠΎΡΠΎΠ΄ΠΈΡΠ°Π½ ΠΎΠ±ΡΠ΅ΠΊΠ°Ρ, ΠΏΠΎ ΠΏΡΠ²ΠΈ ΠΏΡΡ, Π½Π° ΠΎΠ²Π°Ρ Π½Π°ΡΠΈΠ½, ΠΏΠΎΠ²Π΅Π·ΡΡΡΡΠΈ Π·Π½Π°ΡΠ°ΡΠ°Π½ Π±ΡΠΎΡ ΠΎΠ±Π»Π°ΡΡΠΈ ΠΏΡΠΈΠΌΠ΅ΡΠ΅Π½ΠΈΡ
Π½Π°ΡΠΊΠ° Ρ ΡΠ΅Π»ΠΈΠ½Ρ, ΠΊΠΎΡΠ° ΠΈΠΌΠ° ΡΠ²ΠΎΡ Π½Π°ΡΡΠ½ΠΎ-ΡΡΡΡΡΠ½ΠΈ, Π°Π»ΠΈ ΠΈ Π΄ΡΡΡΡΠ²Π΅Π½ΠΎ-Π΅ΠΊΠΎΠ½ΠΎΠΌΡΠΊΠΈ Π·Π½Π°ΡΠ°Ρ.Π Π΅Π°Π»ΠΈΠ·Π°ΡΠΎΡ: ΠΠ°ΡΠΈΠ½ΡΠΊΠΈ ΡΠ°ΠΊΡΠ»ΡΠ΅Ρ Ρ ΠΠ΅ΠΎΠ³ΡΠ°Π΄Ρ
ΠΠΎΡΠΈΡΠ½ΠΈΠΊ: ΠΠ³Π΅Π½ΡΠΈΡΠ° Π·Π° ΠΈΠ½Π²Π΅ΡΡΠΈΡΠΈΡΠ΅ ΠΈ ΡΡΠ°Π½ΠΎΠ²Π°ΡΠ΅ ΠΡΠ°Π΄Π° ΠΠ΅ΠΎΠ³ΡΠ°Π΄Π°
ΠΠ°ΡΡΠ½ΠΈ ΠΏΡΠΎΡΠ΅ΠΊΠ°Ρ ΠΠΈΠ½ΠΈΡΡΠ°ΡΡΡΠ²Π° Π·Π° Π½Π°ΡΠΊΡ ΠΈ ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΡΠΊΠΈ ΡΠ°Π·Π²ΠΎΡ Π Π΅ΠΏΡΠ±Π»ΠΈΠΊΠ΅ Π‘ΡΠ±ΠΈΡΠ΅: Π΅Π². Π±ΡΠΎΡ 391-00-00027/2009-02/164
ΠΠΎΠ΄ΡΠΈΠΏ ΡΠ΅ΡΠ΅ΡΠ°: Π½ΠΎΠ²ΠΎ ΡΠ΅Ρ
Π½ΠΈΡΠΊΠΎ ΡΠ΅ΡΠ΅ΡΠ΅ ΡΠ° ΡΠ΅Ρ
Π½ΠΈΡΠΊΠΎ-ΡΠ΅Ρ
Π½ΠΎΠ»ΠΎΡΠΊΠΈΠΌ ΠΈ Π΄ΡΡΡΡΠ²Π΅Π½ΠΈΠΌ ΠΈΠ½ΠΎΠ²Π°ΡΠΈΡΠ°ΠΌΠ°, ΠΊΠ°ΡΠ΅Π³ΠΎΡΠΈΡ
Beogradska konstrukterska Ε‘kola i formiranje urbanog portreta Beograda
Through comparative case studies, the paper researches specific structural philosophy [1], which decisively influenced formation of the physical portrait of Belgrade. Four recognizable structures are chosen, impressive as exceptional constructional accomplishments from the structural point of view, and analyzed through defined criteria. The goal is recognizing common design approaches in the structural field that define the Belgrade structural school. .Kroz uporedne studije sluΔaja, rad istraΕΎuje postojanje osobene konstrukterske filozofije [1], koja je odluΔujuΔe uticala na formiranje fiziΔkog portreta Beograda. Odabrana Δetiri prepoznatljiva objekta, upeΔatljivi kao izuzetna graditeljska dostignuΔa sa stanoviΕ‘ta konstrukcije, analiziraju se preko definisanih kriterijuma. Cilj je prepoznavanje zajedniΔkih projektantskih pristupa u fazi konstrukcije, koji definiΕ‘u Beogradsku konstruktersku Ε‘kolu
Design of seismic resistant architectural structures by using panels of construction glass or polycarbonates
Π£ ΡΠ΅Π·ΠΈ ΡΠ΅ ΠΏΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½ ΠΊΠΎΠ½ΡΠ΅ΠΏΡ ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ° ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΈ ΠΎΡΠΏΠΎΡΠ½ΠΈΡ
Π°ΡΡ
ΠΈΡΠ΅ΠΊΡΠΎΠ½ΡΠΊΠΈΡ
ΠΎΠ±ΡΠ΅ΠΊΠ°ΡΠ°, ΡΠΏΠΎΡΡΠ΅Π±ΠΎΠΌ Π½Π΅ΠΊΠΎΠ½Π²Π΅Π½ΡΠΈΠΎΠ½Π°Π»Π½ΠΈΡ
ΠΌΠ°ΡΠ΅ΡΠΈΡΠ°Π»Π° β Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΡΡΠ°ΠΊΠ»Π° ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΠΊΠ»ΠΈΡΠΈΡΠ°, ΠΊΠΎΡΠΈ ΡΠ΅ Ρ Π³ΡΠ°ΡΠ΅Π²ΠΈΠ½Π°ΡΡΡΠ²Ρ Π½Π°ΡΡΠ΅ΡΡΠ΅ Π½Π΅ ΠΊΠΎΡΠΈΡΡΠ΅ Ρ ΡΡ ΡΠ²ΡΡ
Ρ, ΠΏΠ° ΡΡ, ΠΈΠ°ΠΊΠΎ ΡΠΈΡΠΎΠΊΠΎ ΡΠ°ΡΠΏΡΠΎΡΡΡΠ°ΡΠ΅Π½ΠΈ ΠΈ Π»Π°ΠΊΠΎ Π΄ΠΎΡΡΡΠΏΠ½ΠΈ, Π΄Π΅ΡΠΈΠ½ΠΈΡΠ°Π½ΠΈ ΠΊΠ°ΠΎ Π½Π΅ΠΊΠΎΠ½Π²Π΅Π½ΡΠΈΠΎΠ½Π°Π»Π½ΠΈ. ΠΡΠ΅Π΄Π»ΠΎΠΆΠ΅Π½ΠΈΠΌ ΠΊΠΎΠ½ΡΠ΅ΠΏΡΠΎΠΌ ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ°, Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎ ΡΡΠ°ΠΊΠ»ΠΎ ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΈ ΠΊΠ»ΠΈΡΠΈΡ, ΠΏΡΠ΅Π΄Π²ΠΈΡΠ΅Π½ΠΈ ΡΡ ΠΊΠ°ΠΎ ΠΈΡΠΏΡΠ½Π° Ρ ΡΠ΅Π»ΠΈΡΠ½ΠΎΠΌ ΡΠ°ΠΌΡ, Π½Π° ΠΊΠΎΡΠΈ Π½Π°Π»Π΅ΠΆΡ ΠΏΠΎΡΡΠ΅Π΄ΡΡΠ²ΠΎΠΌ ΠΈΠ½ΡΠ΅ΡΠΌΠ΅Π΄ΠΈΡΠ°Π»Π½ΠΎΠ³ ΡΠ»ΠΎΡΠ° Π³ΡΠΌΠ΅, ΡΠΈΠΌΠ΅ ΡΠ΅ ΡΠΎΡΠΌΠΈΡΠ° ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈ ΡΠΊΠ»ΠΎΠΏ. ΠΠ° ΡΠ°Ρ Π½Π°ΡΠΈΠ½ ΡΠ΅ ΡΠΎΡΠΌΠΈΡΠ°ΡΡ Π²Π΅ΡΡΠΈΠΊΠ°Π»Π½ΠΈ Π΅Π»Π΅ΠΌΠ΅Π½ΡΠΈ ΡΠΊΡΡΡΠ΅ΡΠ°, ΠΈΠ½ΡΠ΅Π³ΡΠΈΡΠ°Π½ΠΈ Ρ ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΠ²Π½ΠΈ ΡΠΈΡΡΠ΅ΠΌ ΠΎΠ±ΡΠ΅ΠΊΡΠ°, ΠΎΡΠΏΠΎΡΠΎΠ±ΡΠ΅Π½ΠΈ Π·Π° ΠΏΡΠΈΡΠ΅ΠΌ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠ΅ ΡΠΈΠ»Π΅. ΠΡΠΈΠΌΠ΅Π½ΡΠΈΠ²ΠΎΡΡ ΡΠ°ΠΊΠ²ΠΎΠ³ ΡΠΈΡΡΠ΅ΠΌΠ°, ΠΏΡΠΎΠ²Π΅ΡΠ΅Π½Π° ΡΠ΅ Π΅ΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠΎΠΌ Ρ Π»Π°Π±ΠΎΡΠ°ΡΠΎΡΠΈΡΡΠΊΠΈΠΌ ΡΡΠ»ΠΎΠ²ΠΈΠΌΠ°, Π³Π΄Π΅ ΡΡ Π΅ΠΊΡΠΏΠ΅ΡΠΈΠΌΠ΅Π½ΡΠ°Π»Π½ΠΈ ΠΌΠΎΠ΄Π΅Π»ΠΈ Π½Π° Π±Π°Π·ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΡΡΠ°ΠΊΠ»Π° ΠΈ Π»Π°ΠΌΠ΅Π»ΠΈΡΠ°Π½ΠΎΠ³ ΠΊΠ»ΠΈΡΠΈΡΠ° ΠΈΠ·Π»Π°Π³Π°Π½ΠΈ Π΄Π΅ΡΡΡΠ²Ρ ΡΠΈΠΊΠ»ΠΈΡΠ½ΠΎΠ³ ΠΎΠΏΡΠ΅ΡΠ΅ΡΠ΅ΡΠ°, ΠΊΠΎΡΠ΅ ΡΠΈΠΌΡΠ»ΠΈΡΠ° ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΡ ΡΠΈΠ»Ρ. Π’ΠΈΠΌΠ΅ ΡΠ΅ ΠΏΡΠΎΠ²Π΅ΡΠ΅Π½ ΠΊΠ°ΠΏΠ°ΡΠΈΡΠ΅Ρ Π½ΠΎΡΠΈΠ²ΠΎΡΡΠΈ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈΡ
ΡΠΊΠ»ΠΎΠΏΠΎΠ²Π°, Π·Π° Π΄Π΅ΡΡΡΠ²ΠΎ Π΄ΠΈΠ½Π°ΠΌΠΈΡΠΊΠΎΠ³ ΠΎΠΏΡΠ΅ΡΠ΅ΡΠ΅ΡΠ°, ΠΏΠ°ΡΠ°Π»Π΅Π»Π½ΠΎΠ³ ΡΠ°Π²Π½ΠΈ ΡΠΊΠ»ΠΎΠΏΠ°. Π£ΡΠ²ΡΡΠ΅Π½ ΡΠ΅ ΠΈΠ½ΡΠ΅Π½Π·ΠΈΡΠ΅Ρ Π½Π°ΠΏΡΠ΅Π·Π°ΡΠ° ΠΊΠΎΡΠ΅ΠΌ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈ ΡΠΊΠ»ΠΎΠΏΠΎΠ²ΠΈ ΠΌΠΎΠ³Ρ Π±ΠΈΡΠΈ ΠΈΠ·Π»ΠΎΠΆΠ΅Π½ΠΈ, ΡΡΠ΅ΠΏΠ΅Π½ ΡΠΊΡΡΡΠ΅ΡΠ° ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΡΠ΅ Ρ ΡΠΌΠΈΡΠ»Ρ ΠΈΡΠΊΠ°Π·Π°Π½ΠΈΡ
Π΄Π΅ΡΠΎΡΠΌΠ°ΡΠΈΡΠ°, ΠΊΠ°ΠΎ ΠΈ ΠΏΡΠ΅Π΄Π½ΠΎΡΡΠΈ ΡΠ΅Π΄Π½Π΅ Π²ΡΡΡΠ΅ ΠΈΡΠΏΡΠ½Π΅ Ρ ΠΎΠ΄Π½ΠΎΡΡ Π½Π° Π΄ΡΡΠ³Ρ. ΠΠΎΠΌΠΎΡΡ ΡΠΏΠ΅ΡΠΈΡΠ°Π»ΠΈΠ·ΠΎΠ²Π°Π½ΠΎΠ³ ΡΠΎΡΡΠ²Π΅ΡΠ°, ΡΠΈΡΠΈ ΡΠ΅ ΡΠ°Π΄ Π±Π°Π·ΠΈΡΠ° Π½Π° ΠΌΠ΅ΡΠΎΠ΄ΠΈ ΠΊΠΎΠ½Π°ΡΠ½ΠΈΡ
Π΅Π»Π΅ΠΌΠ΅Π½Π°ΡΠ°, ΠΊΡΠ΅ΠΈΡΠ°Π½ ΡΠ΅ ΡΠ°ΡΡΠ½Π°ΡΡΠΊΠΈ ΠΌΠΎΠ΄Π΅Π» ΠΊΠΎΠ½ΡΡΡΡΠΊΡΠΈΡΠ΅ ΠΎΠ±ΡΠ΅ΠΊΡΠ° ΠΊΠΎΡΠΈ ΡΠ΅ ΠΎΠ±ΡΠ°ΡΠΈΠ²Π°Π½ Ρ ΡΡΡΠ΄ΠΈΡΠΈ ΡΠ»ΡΡΠ°ΡΠ°, ΠΊΠΎΡΠΈ ΡΠ΅ Ρ ΠΏΡΠ²ΠΎΡ ΡΠ°Π·ΠΈ ΠΏΡΠΎΡΠ΅ΡΠ° ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ° ΡΠ»ΡΠΆΠΈΠΎ Π·Π° Π°Π½Π°Π»ΠΈΠ·Ρ ΠΏΡΠΎΠ±Π»Π΅ΠΌΠ°. Π£ ΡΠ°Ρ ΡΠ°ΡΡΠ½Π°ΡΡΠΊΠΈ ΠΌΠΎΠ΄Π΅Π», ΠΈΠΌΠΏΠ»Π΅ΠΌΠ΅Π½ΡΠΈΡΠ°Π½ ΡΠ΅ ΡΠΈΡΡΠ΅ΠΌ ΡΠΊΡΡΡΠ΅ΡΠ° Π½Π° Π±Π°Π·ΠΈ ΠΊΠΎΠΌΠΏΠΎΠ·ΠΈΡΠ½ΠΈΡ
ΡΠΊΠ»ΠΎΠΏΠΎΠ²Π° ΠΈΡΠΏΠΈΡΠ°Π½ΠΈΡ
Ρ Π»Π°Π±ΠΎΡΠ°ΡΠΎΡΠΈΡΠΈ. Π Π΅Π·ΡΠ»ΡΠ°ΡΠΈ ΠΌΠΎΠ΄Π°Π»Π½Π΅ Π°Π½Π°Π»ΠΈΠ·Π΅ ΠΈ ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΎΠ³ ΠΏΡΠΎΡΠ°ΡΡΠ½Π° ΠΈΠ· ΡΠ°ΡΡΠ½Π°ΡΡΠΊΠΎΠ³ ΠΌΠΎΠ΄Π΅Π»Π° ΡΠ° ΠΏΡΠΈΠΌΠ΅ΡΠ΅Π½ΠΈΠΌ ΡΠΊΡΡΡΠ΅ΡΠΈΠΌΠ°, ΠΏΠΎΠΊΠ°Π·Π°Π»ΠΈ ΡΡ Π΅ΡΠΈΠΊΠ°ΡΠ½ΠΎΡΡ ΡΠ΅ΡΠ΅ΡΠ°, ΡΠΈΠΌΠ΅ ΡΠ΅ Π·Π°ΠΎΠΊΡΡΠΆΠ΅Π½Π° ΠΏΡΠΎΡΠ΅Π΄ΡΡΠ° ΠΏΡΠΎΡΠ΅ΠΊΡΠΎΠ²Π°ΡΠ° Π°ΡΠ΅ΠΈΠ·ΠΌΠΈΡΠΊΠΎΠ³ ΡΠΊΡΡΡΠ΅ΡΠ° ΠΊΠΎΡΠΈΡΡΠ΅ΡΠ΅ΠΌ Π½Π΅ΠΊΠΎΠ½Π²Π΅Π½ΡΠΈΠΎΠ½Π°Π»Π½ΠΈΡ
ΠΌΠ°ΡΠ΅ΡΠΈΡΠ°Π»Π°...The thesis proposes a design concept of seismic resistant architectural structures by using unconventional materials-laminated glass and laminated klirit, materials that are not usually used in construction design for that purpose, although being widespread and easily available, and therefore defined as unconventional. In the proposed design concept, laminated glass and laminated klirit are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated klirit had been exposed to the cyclic loads that simulate the seismic force. In this way the load capacity of composite assemblies was tested for the effects of dynamic load that was parallel to assembly plane. Thus, the stress intensity to which composite systems might be exposed was determined as well as the range of the structure stiffening referring to the expressed deformation along with the advantages of a particular type of filling compared to the other one. Using specialized software whose operation is based on the finite element method, a computer model of the structure was created and processed in the case study; the same computer model was used for analyzing the problem in the first phase of the design process. The stiffening system based on composite assemblies tested in laboratories is implemented in the computer model. The results of the modal analysis and seismic calculation from the computer model with stiffeners applied showed an efficacy of such a solution, thus rounding the design procedures for aseismic stiffening by using unconventional materials..