原文传递
Deformed Shape Wind Analysis of Tensile Membrane Structures
| 题名： | Deformed Shape Wind Analysis of Tensile Membrane Structures |
| 正文语种： | 英文 |
| 作者： | Krisztian Hincz, Ph.D.；;Mauricio Gamboa-Marrufo, Ph.D. |
| 作者单位： | Budapest Univ;Autonomous Univ, of Yucatan |
| 关键词： | Wind effects; Dynamic relaxation; Wind tunnel test; Membrane structure. |
| 摘要： | Conventionally, the pressure coefficients of tensile membrane structures are determined in wind tunnels on rigid models and the effect of the typically large deformations of the membranes on the pressure coefficients is not taken into account. The aim of the current research is to analyze the effect of the displacements of membrane structures on the pressure coefficients. A more precise wind analysis is introduced in this paper. Two rigid models were analyzed in a wind tunnel: the model of the unloaded construction shape, and the model of the deformed shape of the membrane under wind loads. The deformed shape was determined with the dynamic relaxation method on the basis of the pressure coefficients obtained from the construction shape subjected to wind loads. The two pressure coefficient fields, the corresponding membrane stresses and displacements are introduced and compared in this paper. Results show that the displacements of the membrane under wind load can result in significant differences of the pressure coefficients maximum values. Conversely, the introduced analysis and the determination of the pressure coefficients of the deformed shape improve the accuracy of the wind analysis of tensile membrane structures. DOI: 10.106l/(ASCE)ST.1943-541X.0001437. © 2015 American Society of Civil Engineers. |
| 出版日期： | 2016.03 |
| 出版年： | 2016 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.142 |
| 期： | NO.03 |
| 页码： | 04015153 |
相关文献
- Nonlinear Analysis and Design of Membrane Fabric Structures: Modeling Procedure and Case Studies
- Letters
- Topology Optimization of Continuous Precast Prestressed Concrete Bridge Girders Using Shape Memory Alloys
- This study conducted experimental research on inelastic behavior of RC beams under cyclic loading. The experimental results were investigated and compared for two types of plastic behavior, ductile and nominally ductile, and for two types of plastic hinge mechanism, unidirectional (nonreversing) and bidirectional (reversing) behavior. For test samples with different transverse reinforcement detailing and inelastic demand, displacement capacities, curvature ductility ratios, longitudinal reinforcement strain capacities, plastic hinge lengths, concrete contribution to shear force, and cumulative dissipated energy capacities were obtained for various damage limit states. A new cumulative damage index is proposed based on plastic hinge behavior of RC beams taking into account the low-cycle fatigue behavior of longitudinal reinforcing steel. Tbe proposed damage model was compared with experimental results. DOI: 10.106l/(ASCE)ST.1943-541X.0002688. © 2020 American Society of Civil Engineers.
- Analytical Model for Tensile Membrane Action in RC Beam-Slab Structures under Internal Column Removal
- Physically Based Cyclic Tensile Model for RC Membrane Elements
检索历史
应用推荐
