COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)

Tong Genshu; Zhou Weidong; Zhang Lei

doi:10.13204/j.gyjz201305023

Volume 43 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(5): 108-114

ZHAO Long, ZHAO Wei, YAO Hui, CHEN Jingheng, ZHANG Dongfeng, WU Yuyan. Research on Performance-Based Design of Residential Energy Saving Based on Solar Energy Utilization[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 57-64,157. doi: 10.13204/j.gyjzG22112904

Citation:

Tong Genshu, Zhou Weidong, Zhang Lei. COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 108-114. doi: 10.13204/j.gyjz201305023

Citation:

PDF( 0 KB)

COMPARISON OF SEISMIC DESIGN APPROACH FOR BUILDING STRUCTURES AND A NEW DERIVATION OF THE RELATION BETWEEN DRIFTS FOR DESIGN LEVEL AND MEDIUM EARTHQUAKES(2)

doi: 10.13204/j.gyjz201305023

1.
1. Institute of High Performance Material and Structure,Zhejiang University,Hangzhou 310058,China;
2.
2. Huahui Engineering Design Group,Shaoxing 312000,China

Received Date: 2013-01-10
Publish Date: 2013-05-20

Abstract

Abstract

System performance factors for base shear determination in various codes were analyzed.In the USA, it includes overstrength factors of both the material and the structural system and the ductility, in EC 8 it contains the structural overstrength and the ductility, in Japan and China, it reflects only the ductility.Because in Japan a load factor of 1.4 is introduced, it has the biggest earthquake forces for structural design.This paper provided also detailed comments on the relations between the drift under the design seismic action and the drift under medium earthquake, and it is found that the formula in EC 8 is in consistent with its philosophy for determining its seismic action, but not without any problem.A new derivation is presented for the relation between the elastic-plastic drift and the elastic drift under design earthquake.
- drifts,
- seismic design,
- serviceability limit state,
- code

FullText(HTML)

References(12)

References

[2] GB 500112001建筑抗震设计规范[S].

童根树,周卫东,张磊.地震作用下侧移验算对比及弹塑性侧移计算公式(1)[J].工业建筑,2013,43(4):139-143.

[3] CECS 160∶2004建筑工程抗震性态设计通则(试用)[S].

[4] European Committee for Standardization. Eurocode 8: Design of?Structures for Earthquake Resistance[S]. Brussels: CEN,2003.

[5] Building Seismic Safety Council. FEMA450( NEHRP ),Recommended Provisions for Seismic Regulations for New?Buildings and Other Structures Part 1: Provisions[S]. Washington?D C : Building Seismic Safety Council,National Institute of?Building Sciences,2003.

[6] 日本建筑中心.建筑物的构造规定-建筑基准法施行令第3章的解说与运用[M].1997.

[7] Miranda E. Evaluation of Site-Dependent Inelastic Seismic Design?Spectra[J]. Journal of Structural Engineering,1993,119(5):1319-1338.

[8] Tong Genshu,Huang Jinqiao. Seismic Force Modification Factor?for Ductile Structures[J]. Journal of Zhejiang University Science,2005,16 A(8):813-825.

[9] 翟长海,谢礼立,张敏政.工程结构等强度位移比谱研究[J].哈尔滨工业大学学报,2005,37(1):45-48.

[10] 赵永峰,童根树.修正 Clough 滞回模型下的地震力调整系数[J].土木工程学报,2006,39(10):34-41.

[11] Jorge R G,Miranda E. Inelastic Displacement Ratios for?Evaluation of Structures Built on Soft Soil Sites[J]. Earthquake?Engineering and Structural Dynamics,2006,35(6):679-694.

[12] Uang C M,Maarouf A. Deflection Amplification Factor for Seismic?Design Provisions[J]. Journal of Structural Engineering,1994,120(8):2423-2436.

Relative Articles

[1]	LI Xinjie, WANG Weiyong. Research on Mechanical Properties of Concrete-Filled Double-Skin Circular Steel Tubular Columns Stiffened by Perforated Steel Plates Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 1-12. doi: 10.3724/j.gyjzG23071702
[2]	YUE Xianghua, LONG Yueling, JIANG Yujie, LI Wentao, CAI Jian. Axial Compressive Performance and Constitutive Model of CFST Columns with an Inner FRP Tube[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 177-189. doi: 10.3724/j.gyjzG24041713
[3]	LIU Zidan, JIAO Wenshuai, CHENG Zhan, DU Guofeng. Research on the Axial Compression Behavior of Steel-Reinforced Ultra-High Performance Concrete-Filled Stainless Steel Tubular Columns[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 17-27. doi: 10.13204/j.gyjzG22072605
[4]	YIN Chao, ZHOU Li, ZOU Qingyu, XU Yifeng. Experimental Research on Mechanical Properties of Phosphogypsum-Filled Cold-Formed Thin-Walled Square Steel Tube Walls Under Axical Compression[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 102-108. doi: 10.13204/j.gyjzG22032703
[5]	CHEN Zongping, NING Fan. Experimental Research on Mechanical Properties of Concrete-filled Double-skin Square Steel Tubular (Oblique Inside and Straight Outside) Columns Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 8-16. doi: 10.13204/j.gyjzG20102106
[6]	WANG Yuhang, ZHAO Yuting, ZHOU Xuhong, LI Qiqi. Experimental Research and Bearing Capacity Calculation of Ceramsite Concrete Filled Circular Steel Tube Short Column Under Uniaxial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 1-7. doi: 10.13204/j.gyjzG21112411
[7]	YUAN Zhishen, GAN Yu, YAO Yao, SHU Xingping. Research on Mechanical Properties of CHS-to-SHS Gap N-Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 132-140. doi: 10.13204/j.gyjzG21082001
[8]	BAI Yang, ZHU Lei, WANG Zhe. Research on Axial Compression Capacity of CHS T-Joints Reinforced with Channel Steel[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 56-61. doi: 10.13204/j.gyjzG20082905
[9]	WANG Jingfeng, ZHANG Rong, WANG Wanqian, LIU Chao, ZHANG Huijie, WANG Can. EXPERIMENTS AND CALCULATION METHODS ON PERFORMANCE OF PREFABRICATED COLD-FORMED STEEL (CFS) COMPOSITE WALLS FILLED WITH LIGHT MORTAR UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 99-105. doi: 10.13204/j.gyjzG20072110
[10]	ZHANG Zhengtao, REN Qingxin, REN Debin, YANG Juncai. STUDY ON AXIAL COMPRESSION PERFORMANCES OF CONCRETE-ENCASED CONCRETE-FILLED STEEL-TUBE STUB COLUMNS STRENGTHENED WITH EXTERNAL STEEL FRAMES AFTER EXPOSURE TO FIRE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 187-193. doi: 10.13204/j.gyjzG20011609
[11]	HU Pengbing, CHEN Yu, ZHANG Xiaoyong, ZHU Yao, XU Yuanyuan, TANG Chao, ZHUANG Chenglong. EXPERIMENTAL STUDY OF CONCRETE-FILLED PULTRUDED GFRP SHORT COLUMNS STRENGTHENED WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 183-188. doi: 10.13204/j.gyjz202006029
[12]	CHEN, Weihong, WANG, Chenyang, ZENG. RESEARCH ON SEISMIC BEHAVIOR AND FAILURE MODE OF “STRONG BEAM AND WEAK COLUMN” PC JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 22-27. doi: 10.13204/j.gyjz202001005
[13]	CUI Yubo, WANG Jingfeng, SHEN Qihan, DING Zhaodong, LI Zhipeng. ANALYSIS AND DESIGN OF REINFORCED CONCRETE STUB COLUMNS WITH REBAR HRB635 UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 1-10. doi: 10.13204/j.gyjzG20062707
[14]	Liu Bin, Hao Jiping, Zhao Linwei, Li Kelong, Zhong Weihui, Zhao Qiuli. EXPERIMENTAL RESEARCH ON AXIAL COMPＲESSION BEHAVIOR OF NEW-TYPE OF COLD-FORMED THIN-WALL STEEL FRAMING WALL STUDS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 113-117. doi: 10.13204/j.gyjz201402025
[15]	Wang Juan, Zhao Junhai, Liu Qi, Li Yan. AXIAL BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMN WITH DOUBLE CIRCULAR STEEL TUBES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 151-154. doi: 10.13204/j.gyjz2001407031
[16]	Guo Hongchao, Zhong Xuan. MECHANICAL BEHAVIOR NUMERICAL ANALYSIS OF Q460 EQUAL LEG ANGLE BASED ON THE TRANSMISSION TOWER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 162-166. doi: 10.13204/j.gyjz201312030
[17]	Deng Peng, Wang Lai, Liu Yan, He Shasha. RESEARCH ON FAILURE MODE OF T-TYPE RHS-CHS JOINTS WITH INNER DIAPHRAGM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 121-125. doi: 10.13204/j.gyjz201112027
[18]	Zhao Xianzhong, Chen Yu, Chen Yiyi, Xu Xiangbin, Xu Lixin. EXPERIMENTAL STUDY ON STATIC BEHAVIOR OF OVERLAPPED CHS KT-JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 107-111,99. doi: 10.13204/j.gyjz201004023
[19]	Ju Huan, Tang Ying, Zhang Changguang. RESEARCH ON BEARING CAPACITY OF CONCENTRICALLY LOADED STUB COLUMNS REINFORCED BY CONCRETE FILLED CFRP-STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 95-97. doi: 10.13204/j.gyjz200907026
[20]	Deng Zongcai, Kan Dexin, Du Xiuli, Li Jianhui, Wang Zuohu. EXPERIMENT ON BEHAVIOR OF CONCRETE SHORT COLUMNS CONFINED BY POLYETHYLENE FIBER SHEET UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 69-72. doi: 10.13204/j.gyjz200710019