Spectrum Analysis of Seismic Strength-Reduction Factor for RC Building

Journal of South China University of Technology (Natural Science Edition) ›› 2006, Vol. 34 ›› Issue (2): 100-106.

• Architecture & Civil Engineering • Previous Articles Next Articles

Spectrum Analysis of Seismic Strength-Reduction Factor for RC Building

Zhou Jing¹ Cai Jian¹ Fang Xiao-dan²

1.College of Architecture and Civil Engineering,South China Univ.of Tech.,Guangzhou 510641,Guangdong,China;2. Architecture Design and Research Institute,South China Univ. of Tech.,Guangzhou 510641,Guangdong,China

Received:2005-02-25 Online:2006-02-25 Published:2006-02-25
Contact: 周靖(1974-)，男，博士生，主要从事钢筋混凝土结构抗震设计理论的研究 E-mail:jingzhchina@163.com
About author:周靖(1974-)，男，博士生，主要从事钢筋混凝土结构抗震设计理论的研究
Supported by:
广东省自然科学基金资助项目(020965)

Abstract

Abstract:

In order to quantify the relationship between the seismic capacity and the seismic strength demand of a structure,this paper theoretically analyzes the relationships between the strength-reduction factor on the one hand and the ground motion parameter& the structural characteristic parameter on the other.The great effects of site conditions,displacement ductility,self-vibration period and damping ratio on the strength-reduction factor of a sin-gle‘DOF(Degree of Freedom)system in earthquake action are investigated.Moreover,simplified expressions for the strength-reduction factor spectra of a single·DOF system are proposed by a nonlinearly regressive analysis of the
statistic averages of strength-reduction factors in different site conditions.The results of the present study provide a valuable reference for the displacement.based seismic design of building

Key words: reinforced concrete, seismic design, strength-reduction factor, structural behavior factor

Zhou Jing Cai Jian Fang Xiao-dan. Spectrum Analysis of Seismic Strength-Reduction Factor for RC Building[J]. Journal of South China University of Technology (Natural Science Edition), 2006, 34(2): 100-106.

[1]	XIE Xiaoli, GOU Wenxin, PANG Mulin, et al. Dynamic Characteristics of RC Rigid Frame Arch Bridge Strengthened by Plate-Truss Combination [J]. Journal of South China University of Technology(Natural Science Edition), 2023, 51(4): 31-43.
[2]	XIONG Ergang, ZU Kun, HU Qinbin, et al. Shear Capacity Prediction for RC Beams Without Stirrups Based on Mechanical Research [J]. Journal of South China University of Technology(Natural Science Edition), 2022, 50(11): 115-124.
[3]	MA Yudong, MA Kaize, WEI Hui, et al. Shear Behavior of Steel Fiber Reinforced High-Strength Concrete Deep Beams [J]. Journal of South China University of Technology (Natural Science Edition), 2021, 49(4): 20-27,38.
[4]	TIAN Wenling, LI Xinbo, ZHOU Jian, et al. Compressive Performance of Brick Columns Strengthened with Textile Reinforced Concrete [J]. Journal of South China University of Technology (Natural Science Edition), 2020, 48(9): 34-42,70.
[5]	LAO Xiaojie HAN Xiaolei JI Jing JIANG Zhengrong CHEN Binbin. Axial Compression Behavior of CFRP-confined Damaged Reinforced Concrete [J]. Journal of South China University of Technology (Natural Science Edition), 2019, 47(7): 1-9.
[6]	DAI Yan NIE Shaofeng ZHOU Tianhua. Seismic Behavior of Circular Steel Tube-Confined H-Steel Reinforced Concrete Column-Steel Frame Ring Beam Joint [J]. Journal of South China University of Technology (Natural Science Edition), 2019, 47(5): 110-122.
[7]	JIAN Bin MING Yanghua LEI Chaoyi TANG Tiantian. A DDBD Seismic Design Method Based Double Substitute Structures [J]. Journal of South China University of Technology(Natural Science Edition), 2018, 46(9): 43-50.
[8]	ZHOU Xiaoyu MA Ｒujin CHEN Airong . Safety Performance of a Bridge Deck Under Impact of a Massive Falling Cargo from Passing Truck [J]. Journal of South China University of Technology (Natural Science Edition), 2018, 46(4): 137-145.
[9]	SU Lin-wang CAI Jian LIU Pei-ge CHEN Qing-jun WEI Mu-yang RONG Liang-wan. Experimental Investigation into RC Beam Under the Action of Alternating Load in Salt-Spray Environment [J]. Journal of South China University of Technology (Natural Science Edition), 2017, 45(5): 97-104.
[10]	WU Bo Lü Wen-long. P-δ Effect of Sliding Columns in Reinforced Concrete Structures with Partial Columns Sliding at Upper Ends [J]. Journal of South China University of Technology (Natural Science Edition), 2016, 44(2): 1-7.
[11]	WEI De-min LIU De-yuan LI Di. Nonlinear Response of Reinforced Concrete Frame Structures Under Symmetrical Impact [J]. Journal of South China University of Technology (Natural Science Edition), 2016, 44(2): 8-13.
[12]	MA Hong-wei LIN Lang LIU He-xing. Experimental Investigation into Castellated Composite Beam-Compound Spiral Hoop Reinforced Concrete Column Connection [J]. Journal of South China University of Technology (Natural Science Edition), 2016, 44(12): 120-127.
[13]	Sun Jun-zu Huang Qiao Ren Yuan. Experimental Investigation into Flexural Stiffness of Corroded Reinforced Concrete Beams under Fatigue Loading#br# [J]. Journal of South China University of Technology (Natural Science Edition), 2015, 43(8): 113-118.
[14]	Wu Kai Xue Jian-yang Zhao Hong-tie. Cooperation of Shape Steel and Concrete in SRC-RC Transfer Column [J]. Journal of South China University of Technology (Natural Science Edition), 2015, 43(7): 75-83.
[15]	Wang Su- guo. A Simplified Formula of Effective Flange Width of RC Frame Considering Slab Reinforcement Participation [J]. Journal of South China University of Technology (Natural Science Edition), 2014, 42(11): 99-105,120.

Spectrum Analysis of Seismic Strength-Reduction Factor for RC Building

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics

Comments