SU512279A1 - Earthquake building - Google Patents

Earthquake building

Info

Publication number
SU512279A1
SU512279A1 SU2058164A SU2058164A SU512279A1 SU 512279 A1 SU512279 A1 SU 512279A1 SU 2058164 A SU2058164 A SU 2058164A SU 2058164 A SU2058164 A SU 2058164A SU 512279 A1 SU512279 A1 SU 512279A1
Authority
SU
USSR - Soviet Union
Prior art keywords
building
earthquake building
filling
earthquake
seismic
Prior art date
Application number
SU2058164A
Other languages
Russian (ru)
Inventor
Валерий Степанович Павлык
Александр Николаевич Васюнкин
Original Assignee
Ордена Трудового Красного Знамени Центральный Научно-Исследовательский Институт Строительных Конструкций Имени В.А.Кучеренко
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ордена Трудового Красного Знамени Центральный Научно-Исследовательский Институт Строительных Конструкций Имени В.А.Кучеренко filed Critical Ордена Трудового Красного Знамени Центральный Научно-Исследовательский Институт Строительных Конструкций Имени В.А.Кучеренко
Priority to SU2058164A priority Critical patent/SU512279A1/en
Application granted granted Critical
Publication of SU512279A1 publication Critical patent/SU512279A1/en

Links

Description

можно существенно измен ть нараметры папели заполнени  и тем самым придавать сооружению в целол выгодные динамические качества.It is possible to substantially change the filling parameters of the papilla and thereby give the structure to a coelin favorable dynamic qualities.

Основное преимущество предлагаемой конструкции состоит в том, что она позвол ет существенно снижать сейсмическую нагрузку на здание. Так, например, в зависимости от поверхности сонрикосновени  составных эле-ментов пане;1И и степени обжати  швов между ними коэффициент поглощени  энергии 4 дл  здани  такой конструкции может в 3- 4 раза превы.шать величину ф, свойственнуюThe main advantage of the proposed design is that it allows to significantly reduce the seismic load on the building. So, for example, depending on the surface of the sonocoating of the composite elements of the panel; 1and and the degree of reduction of the joints between them

известным конструкци м каркасных зданий. Это означает, что в 2-3 раза снижаетс  величина реакции такого сооружени , т. е. расчетна  сейсмическа  нагрузка.known constructions m frame buildings. This means that the magnitude of the reaction of such a structure is reduced by a factor of 2-3, i.e., the calculated seismic load.

Claims (1)

Формула изобретени Invention Formula Сейсмостойкое здание, включающее каркас н панели заполнени , отличающеес  тем, что, с целью снижени  сейсмической нагрузки на здание, панели заполнени  выпо.тнены из отдельных элементов, обжатых арматурными стержн ми, пропущенными через . каналы, образованные в элементах.A seismic resistant building comprising a framework and a filling panel, characterized in that, in order to reduce the seismic load on the building, the filling panels are made of individual elements crimped with rebars passed through. channels formed in the elements. -J -2-J -2
SU2058164A 1974-09-03 1974-09-03 Earthquake building SU512279A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU2058164A SU512279A1 (en) 1974-09-03 1974-09-03 Earthquake building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU2058164A SU512279A1 (en) 1974-09-03 1974-09-03 Earthquake building

Publications (1)

Publication Number Publication Date
SU512279A1 true SU512279A1 (en) 1976-04-30

Family

ID=20595456

Family Applications (1)

Application Number Title Priority Date Filing Date
SU2058164A SU512279A1 (en) 1974-09-03 1974-09-03 Earthquake building

Country Status (1)

Country Link
SU (1) SU512279A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4452019A (en) * 1980-05-07 1984-06-05 Takenaka Komuten Co., Ltd. Antiseismic reinforcement method for an existing building with a concrete block system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4452019A (en) * 1980-05-07 1984-06-05 Takenaka Komuten Co., Ltd. Antiseismic reinforcement method for an existing building with a concrete block system

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