Non-planar coupled shear walls with stiffening beams

被引：0

作者：

Emsen, E. ^{[1
]}

Turkozer, C. D. ^{[2
]}

Aksogan, O. ^{[2
]}

Resatoglu, R. ^{[3
]}

Bikce, M. ^{[4
]}

机构：

[1] Akdeniz Univ, Dept Civil Engn, TR-07058 Antalya, Turkey

[2] Cukurova Univ, Dept Civil Engn, TR-01330 Adana, Turkey

[3] Near East Univ, Dept Civil Engn, Nicosia, North Cyprus, Turkey

[4] Mustafa Kemal Univ, Dept Civil Engn, TR-31024 Antakya, Turkey

来源：

SCIENTIFIC RESEARCH AND ESSAYS | 2009年 / 4卷 / 04期

关键词：

Static analysis; continuous connection method; coupled shear wall; stiffening beam; non-planar; warping deformation;

D O I：

暂无

中图分类号：

O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];

学科分类号：

07 ; 0710 ; 09 ;

摘要：

This paper concerns itself with the static analysis of non-planar coupled shear walls with any number of stiffening beams. Furthermore, the change of the heights of the stories and connecting beams from region to region along the height are taken into consideration. The stiffening of coupled shear walls is realized by placing high connecting beams at the levels of whole or partial stories used as storage or service areas. The analysis is based on Vlasov's theory of thin-walled beams and Continuous Connection Method (CCM). In the analysis, the compatibility equation has been written at the midpoints of the connecting and stiffening beams. The method of analysis presented was compared with the SAP2000 structural analysis program. The results obtained showed good agreement, verifying the accuracy of the proposed method, which can efficiently be used for the pre-design computations of tall buildings.

引用

页码：328 / 345

页数：18

共 50 条

[1] Dynamic analysis of non-planar coupled shear walls with stiffening beams using Continuous Connection Method
Aksogan, O.
Turkozer, C. D.
Emsen, E.
Resatoglu, R.
THIN-WALLED STRUCTURES, 2014, 82 : 95 - 104
[2] Non-planar coupled shear walls in multistorey buildings
Johnson, D
Nadjai, A
Arvidsson, K
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 1998, 128 (04) : 394 - 396
[3] ANALYSIS OF STIFFENED NON-PLANAR COUPLED SHEAR WALLS
COULL, A
LOW, CK
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1979, 67 (DEC): : 971 - 986
[4] Non-planar coupled shear walls in multistorey buildings
Arvidsson, K
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 1997, 122 (03) : 326 - 333
[5] ANALYSIS OF STIFFENED NON-PLANAR COUPLED SHEAR WALLS.
Coull, A.
Low, C.K.
Proceedings of the Institution of Civil Engineers (London). Part 1 - Design & Construction, 1979, 67 (pt 2): : 971 - 986
[6] Static analysis of laterally arbitrarily loaded non-planar non-symmetrical coupled shear walls
Resatoglu, R.
Aksogan, O.
Emsen, E.
THIN-WALLED STRUCTURES, 2010, 48 (09) : 696 - 708
[7] Dynamic Analysis of Non-Planar Coupled Shear Walls with Stiffeners using a Continuous Connection Method
Turkozer, C. D.
Aksogan, O.
Emsen, E.
Resatoglu, R.
PROCEEDINGS OF THE TENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY, 2010, 93
[8] Bi-directional ultimate bending strength of non-planar RC coupled shear walls
He, Mingxuan
Arai, Yasuyuki
Mizoguchi, Mitsuo
Transactions of the Japan Concrete Institute, 1994, 16 : 317 - 324
[9] Static analysis of non-planar coupled shear walls with stepwise changes in geometrical properties using continuous connection method
Emsen, E.
Aksogan, O.
THIN-WALLED STRUCTURES, 2012, 56 : 21 - 32
[10] Structural analysis of coupled shear walls with stiffening beam
Han, Xiaolei
Liang, Qizhi
Huanan Ligong Daxue Xuebao/Journal of South China University of Technology, 1993, 21 (04):

← 1 2 3 4 5 →