Background Response Equivalent Static Wind Load of Large-Span Roofs Based on Energy Equation

2011 ◽  
Vol 99-100 ◽  
pp. 338-341 ◽  
Author(s):  
Yu Xue Li ◽  
Qing Shan Yang ◽  
Yu Ji Tian
Keyword(s):  
Strain Energy ◽  
Energy Equation ◽  
Structural Response ◽  
Wind Load ◽  
Large Span ◽  
Roof Structure ◽  
China National Stadium ◽  
National Stadium ◽  
Equivalent Static Wind Load ◽  
Structural Strain

Based on strain energy equivalent, the background response equivalent static wind load of large span roof is derived. It solves the matter that should consider numerous structural response control objects on calculating equivalent static wind load of large span roofs, and establishes relationship with the structural strain energy introduced by fluctuant wind loads. Finally, the method is used to background equivalent static wind load analysis of China National Stadium roof structure. The results illustrate that the method proposed in this paper is effective and the precision is reliable.

Multi-Object Resonant Response Equivalent Static Wind Load of Large-Span Roofs

2011 ◽  
Vol 99-100 ◽  
pp. 1255-1258
Author(s):  
Yu Xue Li ◽  
Qing Shan Yang ◽  
Yu Ji Tian
Keyword(s):  
Strain Energy ◽  
Structural Response ◽  
Wind Load ◽  
Resonant Response ◽  
Energy Equivalent ◽  
Large Span ◽  
Roof Structure ◽  
Load Analysis ◽  
Equivalent Static Wind Load ◽  
Structural Strain

According to the strain energy equivalent, the resonant response equivalent static wind load of large span roof is derived. It solves the matter that should consider numerous structural response control objects on calculating equivalent static wind load for large span roofs, and establishes relationship with the structural strain energy introduced by fluctuant wind loads. Finally, the method is used to resonant equivalent static wind load analysis of 2008 Beijing Olympic Tennis Center Stadium roof structure. The results illustrate that the method proposed in this paper is effective and the precision is reliable.

Study on a Large-Span Steel Truss Roof Isolation Bearings for Wind Load Effect Isolation Effect

2013 ◽  
Vol 405-408 ◽  
pp. 1022-1027
Author(s):  
Zi Fen Fang ◽  
Zhi Qiang Zhang ◽  
Fei Liu
Keyword(s):  
Financial Services ◽  
Base Isolation ◽  
Wind Load ◽  
Isolation Effect ◽  
Load Effect ◽  
Large Span ◽  
Roof Structure ◽  
Rubber Bearing ◽  
Steel Truss ◽  
Load Effects

The isolation of large-span Steel Truss Roof structure is developed on the basis of base isolation. The isolation of large-span Steel Truss Roof structure is to limit the transmission of wind load effect to the substructure. Based on the engineering background, we mainly discuss using rubber bearing isolation structure wind load effects. This paper will explains and demonstrates the isolation mechanism of Large-span Steel Truss Structure,and than test and verify isolation effect by Calculating through the analysis of wind tunnel tests conducted on the Yancheng financial services center, which the steel truss roof isolation bearings for wind load effect isolation effect.

Hermite Extreme Value Estimation of Non-Gaussian Wind Load Process on a Long-Span Roof Structure

2014 ◽  
Vol 140 (9) ◽  
pp. 04014061 ◽  
Author(s):  
M. F. Huang ◽  
Wenjuan Lou ◽  
Xiaotao Pan ◽  
C. M. Chan ◽  
Q. S. Li
Keyword(s):  
Wind Load ◽  
Extreme Value ◽  
Long Span ◽  
Roof Structure ◽  
Value Estimation ◽  
Non Gaussian

Analysis of Sensitive Factors of Long-Span Continuous Rigid Frame Bridge’s Stability with Thin-Wall Piers in the Construction Stage

2011 ◽  
Vol 255-260 ◽  
pp. 921-925 ◽  
Author(s):  
Hai Jun Wu ◽  
Yu Qiang Kang ◽  
Lei Zhang
Keyword(s):  
Prestressed Concrete ◽  
Wind Load ◽  
Basic Theory ◽  
Thin Wall ◽  
Large Span ◽  
Long Span ◽  
Rigid Frame ◽  
Main Factors ◽  
High Pier ◽  
The Stability

Analyzing the basic theory of stability, with a high pier of large span prestressed concrete continuous bridge as the example, the stability was analyzed when constructing, considering wind load, hanging basket, pier etc. Both eigenvalue and mode are got for the longest cantilever ting condition, the sensitivity of stability to various loads being analyzed. It is concluded that the unbalanced weight and the falling of basket are the main factors.

On Modeling and Simulation of Innovative Ship Rescue System

2018 ◽  
Vol 140 (6) ◽  
Author(s):  
Ilias Zilakos ◽  
Michael Toulios
Keyword(s):  
Strain Energy ◽  
Structural Response ◽  
Dry Land ◽  
Strain Energy Density Function ◽  
Material Evaluation ◽  
Element Simulation ◽  
Rescue System ◽  
Funded Project ◽  
Elasticity Tensors ◽  
Good Agreement

Inflatable devices that provide reserve buoyancy to damaged ships, preventing capsizing and/or sinking, along with lifting wreckages from the seabed, were studied within the framework of the European funded project “SuSy” (Surfacing System for Ship Recovery). Part of the work involved material evaluation and testing as well as simulations of the structural response. This paper first describes an orthotropic hyperelastic constitutive model for a candidate material also used in the fabrication of prototype inflatable devices. A strain energy density function is proposed that is further used to derive the stress and elasticity tensors required for the numerical implementation of the model in the user-defined subroutine (UMAT) of abaqus/standard. The second part of the paper presents the finite element simulation of the latter stages of inflation of two salvage devices inside an actual double bottom structure. The numerical results are in good agreement with tests conducted in dry land and under water, with the structure raised following the inflation of the devices. The evolving stress state in both the devices and the double bottom structure under increased contact interaction leads to useful conclusions for future use in the development of this salvage system.

Wind-resistant design and equivalent static wind load of base-isolated tall building: A case study

2020 ◽  
Vol 212 ◽  
pp. 110533 ◽  
Author(s):  
Zhihao Li ◽  
Guoqing Huang ◽  
Xinzhong Chen ◽  
Ying Zhou ◽  
Qingshan Yang
Keyword(s):  
Wind Load ◽  
Tall Building ◽  
Equivalent Static Wind Load
Sign in / Sign up

Export Citation Format

Share Document