A special characteristic of an earthquake response spectrum detected in Turkey

被引:1
作者
Serdar, Mohammad Zaher [1 ,2 ]
Caglayan, Barlas Ozdan [2 ]
Al-Ghamdi, Sami G. [1 ]
机构
[1] Hamad Bin Khalifa Univ, Qatar Fdn, Coll Sci & Engn, Div Sustainable Dev, Doha, Qatar
[2] Istanbul Tech Univ, Dept Civil Engn, Istanbul, Turkey
关键词
Multi-Physics Coupling Simulation and; Optimization; Response spectrum; Ground motion; Earthquake; High-rise building; MOTION;
D O I
10.1016/j.matpr.2022.04.407
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This article highlights a special characteristic of response spectrum behavior associated with a devastating earthquake recorded in Turkey. The behavior poses a threat to long-period structures (mid-to highrise buildings and special structures). For this paper, a group of seven accelerations records was used from different parts of the world to validate the analysis tools for the accelerations record of interest. In addition, records of the special event from two different stations were used to eliminate the possibility of malfunctioning of the recording device. These records were converted into response spectrums as the form usually used in earthquake engineering. Response spectrums resulting from this event had two high response areas: 1) one in the short domain of periods (as generally known in typical response spectrum plots) 2) another one that is effecting long domain periods (which typically does not cause high response from earthquakes due to low value of response spectrum typically plotted in this domain). This paper is expected to raise awareness of the importance of locally developed response spectrums to cope with the possibilities of irregular and uncaptured events in international codes. Furthermore, it aims to promote the analysis using time-history accelerations records of structures from local records as a better tool to interpret the expected behavior of the structures. Copyright (c) 2022 Elsevier Ltd. All rights reserved.Selection and peer-review under responsibility of the scientific committee of the International Conference on Materials, Processing & Characterization. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
引用
收藏
页码:3589 / 3592
页数:4
相关论文
共 19 条
[1]  
AFAD, EARTHQ HAZ
[2]  
Almufti I., 2013, REDI TM RATING SYSTE
[3]  
Ammon C.J., 2021, FOUND MOD GLOB SEISM, P65, DOI [10.1016/B978-0-12-815679-7.00010-0, DOI 10.1016/B978-0-12-815679-7.00010-0]
[4]   Outrigger tuned inertial mass electromagnetic transducers for high-rise buildings subject to long period earthquakes [J].
Asai, Takehiko ;
Watanabe, Yuta .
ENGINEERING STRUCTURES, 2017, 153 :404-410
[5]   Critical evaluation of strong motion in Kocaeli and Duzce (Turkey) earthquakes [J].
Durukal, E .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2002, 22 (07) :589-609
[6]   Reliability and fragility assessment of the mid- and high-rise wood buildings subjected to bidirectional seismic excitation [J].
Hong, H. P. ;
Yang, S. C. .
ENGINEERING STRUCTURES, 2019, 201
[7]  
Kalkan E., 2010, Practical Guidelines to Select and Scale Earthquake Records for Nonlinear Response History Analysis of Structures
[8]   Two-stage optimal seismic design of steel moment frames using the LRFD-PBD method [J].
Karimi, Farzad ;
Vaez, Seyed Rohollah Hoseini .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2019, 155 :77-89
[9]   Selection of earthquake ground motion records: A state-of-the-art review from a structural engineering perspective [J].
Katsanos, Evangelos I. ;
Sextos, Anastasios G. ;
Manolis, George D. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2010, 30 (04) :157-169
[10]   Application of SV curves in performance based design of structures [J].
Mohammadi, Reza Karami ;
Zolfagharysaravi, Sina ;
El Naggar, M. Hesham .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 148