Fragility Curves of Regular and Irregular Moment-Resisting Concrete and Steel Frames

被引：20

作者：

Nazri, Fadzli Mohamed ^{[1
]}

Tan, Chee Ghuan ^{[2
]}

Saruddin, Siti Nur Aqilah ^{[1
]}

机构：

[1] Univ Sains Malaysia, Sch Civil Engn, Engn Campus, Nibong Tebal 14300, Penang, Malaysia

[2] Univ Malaya, Dept Civil Engn, Fac Engn, Kuala Lumpur 50603, Malaysia

来源：

INTERNATIONAL JOURNAL OF CIVIL ENGINEERING | 2018年 / 16卷 / 8A期

关键词：

Regular frame; Irregular frame; Incremental dynamic analysis (IDA); Limit state; Fragility curve; BUILDINGS;

D O I：

10.1007/s40999-017-0237-0

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This study presents the fragility curves of regular and irregular moment-resisting frames using different heights, materials, and ground motion records. The concrete and steel frames used in this study differed in terms of height, namely, 3, 6, and 9 stories. Each type of frame was designed based on Eurocode 2 and Eurocode 3 with the aid of Eurocode 8 for earthquake loading. Incremental dynamic analysis (IDA) was conducted for the three selected ground motion records using SAP2000 software as the main tool. The IDA curves were compared to the five levels of the limit state of FEMA 356: operational phase (OP), immediate occupancy, damage control, life safety, and collapse prevention (CP). Based on the analysis of fragility curves, irregular frames exhibited a higher probability of reaching OP and CP levels compared with regular frames.

引用

页码：917 / 927

页数：11

共 18 条

[1] [Anonymous], EUR 3 DES STEEL ST 1
[2] [Anonymous], 2004, 1992122004A12019 EN
[3] Story-specific demand models and seismic fragility estimates for multi-story buildings
Bai, Jong-Wha
Gardoni, Paolo
Hueste, Mary Beth D.
[J]. STRUCTURAL SAFETY, 2011, 33 (01) : 96 - 107
[4] BSI, 2004, EUR 8 DES PROV EARTH
[5] Seismic response of vertically irregular frames: Response history and modal pushover analyses
Chintanapakdee, C
Chopra, AK
[J]. JOURNAL OF STRUCTURAL ENGINEERING, 2004, 130 (08) : 1177 - 1185
[6] Development of Drift-Based Damage Index for Reinforced Concrete Moment Resisting Frames with Setback
Habibi, Alireza
Asadi, Keyvan
[J]. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2017, 15 (4A) : 487 - 498
[7] GENERATION OF HAZARD-CONSISTENT FRAGILITY CURVES
HWANG, HHM
HUO, JR
[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 1994, 13 (05) : 345 - 354
[8] Ibarra LuisFrancisco., 2005, Global Collapse of Frame Structures Under Seismic Excitations, V152
[9] Fragility analysis of mid-rise R/C frame buildings
Kircil, Murat Serdar
Polat, Zekeriya
[J]. ENGINEERING STRUCTURES, 2006, 28 (09) : 1335 - 1345
[10] McCrum DP, 2016, OPEN CONSTR BUILD TE, V10, P42, DOI [10.2174/1874836801610010042, DOI 10.2174/1874836801610010042]

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