An improved membrane element for high-rise building with shear walls
Although a high computational accuracy can be obtained when a membrane element with rotational degrees of freedom is used for the numerical analysis of wall-beam connection of high-rise building, this method often leads to some weak analysis results because of the vague relation between rotational d...
Main Authors: | Z.-Q. Liu, J. Zhang, F. Li, H.-P. Jin, Z.-Y. Zong |
---|---|
Format: | Article |
Language: | English |
Published: |
Peter the Great St. Petersburg Polytechnic University
2019-11-01
|
Series: | Инженерно-строительный журнал |
Subjects: | |
Online Access: | https://engstroy.spbstu.ru/userfiles/files/2019/7(91)/11.pdf |
Similar Items
-
Finite element nonlinear analysis of high-rise unreinforced masonry building
by: A.H. Akhaveissy -
NUMERICAL ANALYSIS OF THE BEHAVIOR OF COMPRESSED THIN-WALLED ELEMENTS WITH HOLES
by: Patryk Różyło, et al.
Published: (2016-09-01) -
Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions
by: Chung, YuLin
Published: (2010) -
Nonlinearity of Single Coupled Reinforced Concrete Shear Walls Supported on Two Columns
by: Amir A. EL-Fadeel, et al.
Published: (2019-04-01) -
Optimal Window to Wall Ratio Ranges of Photovoltachromic Windows in High-Rise Office Buildings of Iran
by: Soheil Fathi, et al.
Published: (2021-05-01)