具有粘弹性摩擦阻尼器的钢铁MRF具有先进的抗震性能
Jaehoon Bae1, Xiameng Huang2, Ziwen Zhang3
1Department of Architectural Design, Chonnam National University, 50 Daehak-Ro, Yeosu-Si, Jeonnam, 59626, Republic of Korea.
Scientific reports
|August 21, 2024
概括
这项研究引入了用于钢结构的新型粘弹性摩擦阻尼器 (VEFD). 这些阻尼器通过控制漂移和减少结构损坏而提高地震弹性,而不会增加底部剪切.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 材料科学 材料科学 材料科学
背景情况:
- 钢结构的抗震能力至关重要.
- 取决于速度的阻尼器可以在地震期间增加轴柱力,可能导致结构崩.
- 现有的粘弹性阻尼器可以有效地减少漂移,加速和速度,但不能解决基础剪切.
研究的目的:
- 通过使用新型粘弹性摩擦阻尼器 (VEFDs) 来证明钢结构的增强弹性.
- 评估VEFD在控制地震负荷下的结构反应方面的性能.
- 评估VEFD在基于性能的地震设计中的潜力.
主要方法:
- 建筑反应的数值模拟.
- 使用OpenSees与20个远断层地震地面运动记录进行非线性动态分析.
- 崩概率的评估.
主要成果:
- VEFDs有效地控制结构成员中的故事漂移和塑性变形.
- 拟议的混合VEFD除了控制漂移,加速和速度外,还减少了基础剪切.
- 对10层和20层建筑物的模拟结果显示,降低了峰值绝对地板加速和速度.
- 崩概率评估证实了带有VEFD的抗时刻框架的崩阻力.
结论:
- 新的VEFD为钢结构提供了增强的抗震能力.
- 在基于性能的地震设计中,VEFD在减少结构和非结构损坏方面具有很好的潜力.
- 阻尼器有效地控制故事漂移,而不会显著增加基础剪切,验证了它们的实用性.
更多相关视频
07:17Measurement of Dynamic Force Acted on Water Strider Leg Jumping Upward by the PVDF Film Sensor
Published on: August 3, 2018
6.0K
11:44Real-Time DC-dynamic Biasing Method for Switching Time Improvement in Severely Underdamped Fringing-field Electrostatic MEMS Actuators
Published on: August 15, 2014
10.3K
相关概念视频
Design of Prismatic Beams for Bending
220
The design of prismatic beams, structural elements with a uniform cross-section, focuses on ensuring safety and structural integrity under load. The design process begins by determining the allowable stress, either from material properties tables, or by dividing the material's ultimate strength by a safety factor. This safety factor is essential for accommodating uncertainties, and varies depending on the material—timber, steel, or concrete—with each having unique strength and...
220
Frames
544
Frames are essential components of various mechanical and structural systems used daily. These structures are known for their stability and ability to bear heavy loads. A frame is constructed using two-force and multi-force members, interconnected using pin joints. In contrast, trusses are made entirely of two-force members.
Frames are versatile and widely used in various applications such as structural supports for beams and columns, automobile chassis construction, and in the construction...
Frames are versatile and widely used in various applications such as structural supports for beams and columns, automobile chassis construction, and in the construction...
544
Elastic Strain Energy for Shearing Stresses
172
As discussed in previous lessons, strain energy in a material is the energy stored when it is elastically deformed, a concept crucial in materials science and mechanical engineering. This energy results from the internal work done against the cohesive forces within the material. When a material undergoes shearing stress and corresponding shearing strain, the strain energy density, which is the energy stored per unit volume, is calculated. Within the elastic limit, where the stress is...
172
Frames: Problem Solving II
223
Consider a hydraulic hoist supporting a load of 1 kN. Assuming a simplified schematic representation of this frame structure, the force acting on BD and BF members can be determined.
223
Posttensioned Masonry Walls
135
Post-tensioned masonry walls use high-strength steel rods or flexible tendons to enhance the strength and efficiency of masonry structures. These elements are securely anchored to the foundation and extend vertically either within the cores of the masonry units or between the masonry wythes. The construction process involves building the wall with these tensioning elements in place and allowing the mortar to fully cure.
Following the curing process, the tensioning begins. Steel rods are...
135
Dynamic Modulus of Elasticity of Concrete
281
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
281
