Evaluation of response, damage, and repair cost of reinforced concrete super high-rise buildings subjected to large-amplitude earthquakes

被引：2

作者：

Shirai, Kazutaka ^{[1
,8
]}

Okano, Hajime ^{[2
]}

Nakanishi, Yuu ^{[3
]}

Takeuchi, Takashi ^{[4
]}

Sasamoto, Katsunori ^{[5
]}

Sadamoto, Miwa ^{[6
]}

Kusunoki, Koichi ^{[7
]}

机构：

[1] Hokkaido Univ, Fac Engn, Sapporo, Japan

[2] Chiba Univ, Grad Sch Sci & Engn, Chiba, Japan

[3] Hokkaido Univ, Grad Sch Engn, Sapporo, Japan

[4] Kobe Univ, Grad Sch Engn, Kobe, Japan

[5] Obayashi Corp, Struct Engn Dept, Osaka, Japan

[6] Nikken Sekkei Ltd, Struct Design Div, Tokyo, Japan

[7] Univ Tokyo, Earthquake Res Inst, Tokyo, Japan

[8] Hokkaido Univ, Fac Engn, Kita 13 Nishi 8,Kita Ku, Sapporo, Hokkaido 0608628, Japan

来源：

JAPAN ARCHITECTURAL REVIEW | 2024年 / 7卷 / 01期

基金：

日本学术振兴会;

关键词：

damage evaluation; friction damper; Nankai Trough earthquake; repair cost evaluation; Sagami Trough earthquake; slip-type model; FRAGILITY FUNCTIONS;

D O I：

10.1002/2475-8876.12418

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The present study developed a method for evaluating the response, damage, and repair cost of super high-rise reinforced concrete (RC) buildings subjected to large-amplitude earthquakes. The response was numerically assessed using three-dimensional 40-story RC frame models under the predicted seismic motions of earthquakes along the Sagami Trough and Nankai Trough considering the effects of slip behavior, slab cooperative width, and stud-type dampers. Even when the RC mainframe exhibited slip, the peak response deformation was effectively reduced by the friction dampers incorporated into each story. A probabilistic approach based on fragility was used to evaluate the damage and repair cost of the building models. The distributions of the damage states and repair cost for each story under the predicted seismic motions of earthquakes along the Sagami Trough and Nankai Trough were determined, and the total repair cost in relation to the total construction cost was evaluated. The occurrence of damage state 1 had a relatively large effect on the evaluated total repair cost under the evaluation conditions used in this study. A nonlinear relationship was observed between the input magnification and the total repair cost. The friction dampers reduced the damage and total repair cost. This study developed a method for evaluating the response, damage, and repair cost of super high-rise reinforced concrete (RC) buildings subjected to large-amplitude earthquakes. The response was numerically assessed using three-dimensional 40-story RC frame models under the predicted seismic motions of earthquakes along the Sagami Trough and Nankai Trough considering the effects of slip behavior, slab cooperative width, and stud-type dampers. Using a probabilistic approach based on fragility, the distributions of the damage states and repair cost for each story under the predicted seismic motions were determined and the total repair cost in relation to the total construction cost was evaluated.image

引用

页数：16

共 50 条

[41] Entropy algorithms for detecting incipient damage in high-rise buildings subjected to dynamic vibrations
Amezquita-Sanchez, Juan P.
JOURNAL OF VIBRATION AND CONTROL, 2021, 27 (3-4) : 426 - 436
[42] Damage evaluation in high-rise buildings using one modal eigenpair
Jekikj, Goran
Garevski, Mihail
ADVANCES IN STRUCTURAL ENGINEERING, 2016, 19 (10) : 1661 - 1673
[43] Effects of high modes on the wind-induced response of super high-rise buildings
Feng Ruoqiang 1
EarthquakeEngineeringandEngineeringVibration, 2012, 11 (03) : 427 - 434
[44] Effects of high modes on the wind-induced response of super high-rise buildings
Ruoqiang Feng
Guirong Yan
Jinming Ge
Earthquake Engineering and Engineering Vibration, 2012, 11 : 427 - 434
[45] Effects of high modes on the wind-induced response of super high-rise buildings
Feng Ruoqiang
Yan, Guirong
Ge Jinming
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2012, 11 (03) : 427 - 434
[46] A damage-oriented ground motion intensity for degrading super high-rise buildings
He, Zheng
Chen, Yuanyuan
Lai, Xiao
Gao, Maoxing
JOURNAL OF BUILDING ENGINEERING, 2024, 86
[47] High-resolution Spectral-analysis for Fundamental Frequency Estimation of High-rise Buildings Subjected to Earthquakes
Ramirez, C. A. P.
Sanchez, J. P. A.
Rodriguez, M. V.
Martinez, D. C.
Gonzalez, A. D.
Guillen, J. R. R.
Alegria, O. C.
IEEE LATIN AMERICA TRANSACTIONS, 2015, 13 (12) : 3735 - 3742
[48] APPROXIMATE SOLUTION FOR HIGH-RISE REINFORCED-CONCRETE PANEL BUILDINGS WITH COMBINED DIAPHRAGMS
BILYAP, S
INTERNATIONAL JOURNAL FOR HOUSING SCIENCE AND ITS APPLICATIONS, 1979, 3 (06): : 477 - 481
[49] Shear strength analysis and prediction of reinforced concrete transfer beams in high-rise buildings
Londhe, R. S.
STRUCTURAL ENGINEERING AND MECHANICS, 2011, 37 (01) : 39 - 59
[50] A Practical Compensation Method for Differential Column Shortenings in High-rise Reinforced Concrete Buildings
Secer, Mutlu
Zamani, Amanullah
Isler, Yalcin
PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2021, 65 (01): : 242 - 254

← 1 2 3 4 5 →