Seismic and Wind High-Rise Building Design

被引：0

作者：

Mazhiev, Kh. N. ^{[1
,2
,3
]}

Zaalishvili, V. B. ^{[1
,4
,5
]}

Mazhiev, K. Kh. ^{[1
,2
,7
]}

Panasyuk, L. N. ^{[6
]}

Radnaev, O. B. ^{[8
]}

Mazhieva, A. Kh. ^{[1
]}

Mazhiev, Adam Kh. ^{[2
,3
]}

Mazhiev, Aslan Kh. ^{[2
,3
,7
]}

机构：

[1] Grozny State Oil Tech Univ, Fac Construct, Grozny, Russia

[2] Russian Acad Sci, Complex Res Inst, Dept Mat Sci, Grozny, Russia

[3] Acad Sci Chechen Republ, Dept Tech Sci, Grozny, Russia

[4] Russian Acad Sci, Complex Res Inst, Grozny, Russia

[5] Russian Acad Sci, Vladikavkaz Sci Ctr, Inst Geophys, Vladikavkaz, Russia

[6] Don State Tech Univ, Fac Ind & Civil Engn, Rostov Na Donu, Russia

[7] Chechen State Univ, Fac Publ Adm, Grozny, Russia

[8] Fed State Unitary Enterprise Design Construct & R, Moscow, Russia

来源：

PROCEEDINGS OF THE INTERNATIONAL SYMPOSIUM ENGINEERING AND EARTH SCIENCES: APPLIED AND FUNDAMENTAL RESEARCH (ISEES 2018) | 2018年 / 177卷

关键词：

Building; construction; impact; load; calculation; displacement; internal forces; testing;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The article presents the results of wind modeling with the effects on high-rise building in the aerodynamic tunnel; the data were applied to complete the calculations of the load-bearing structures with wind and seismic loads. This resulted in obtaining the forms of natural oscillations of a high-rise building, the maximum displacement and acceleration of the top of the building, the internal forces in the supporting structures of the aboveground part, in the base plate and in the piles, and the parameters of their reinforcement.

引用

页码：258 / 266

页数：9

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