Optimal intensity measure based on spectral acceleration for P-delta vulnerable deteriorating frame structures in the collapse limit state

被引:24
作者
Adam, Christoph [1 ]
Kampenhuber, David [1 ]
Ibarra, Luis F. [2 ]
机构
[1] Univ Innsbruck, Unit Appl Mech, Innsbruck, Austria
[2] Univ Utah, Dept Civil & Environm Engn, Salt Lake City, UT USA
关键词
Backbone curve deterioration; Collapse capacity; Efficiency; Geometric mean of spectral acceleration; Ground motion uncertainty; Intensity measure; P-delta effect; Sufficiency; RISK-ASSESSMENT; CAPACITY; SHAPE; SELECTION; EPSILON; SCALAR; BOUNDS;
D O I
10.1007/s10518-017-0129-3
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study proposes an "optimal" spectral acceleration based intensity measure (IM) to assess the collapse capacity of generic moment frames vulnerable to the P-delta effect. The IM is derived from the geometric mean of the spectral pseudo-acceleration over a certain period interval. The optimized IM includes for first time a flexible lower limit for the period interval, corresponding to the structural period associated with the exceedance of 95% of the total effective mass. This flexible lower limit bound provides an efficient IM, independently of the contribution of higher modes to the total response. The upper bound period is 1.6 times the fundamental period to account for period elongation due to inelastic deformations and gravity loads. In a parametric study on generic frames, structural parameters are varied to quantify the performance of this IM compared to classical benchmark IMs. The "optimal" IM provides minimum, or close to the minimum, dispersion for the entire set of frames with different fundamental periods of vibration, number of stories, and P-delta vulnerability.
引用
收藏
页码:4349 / 4373
页数:25
相关论文
共 40 条
[1]  
Adam C., 2015, EARTHQUAKE ENG ENCY, V3, P2729
[2]  
Adam C., 2014, P 2 EUROPEAN C EARTH
[3]   Optimal Spectral Acceleration-based Intensity Measure for Seismic Collapse Assessment of P-Delta Vulnerable Frame Structures [J].
Adam, Christoph ;
Kampenhuber, David ;
Ibarra, Luis F. ;
Tsantaki, Styliani .
JOURNAL OF EARTHQUAKE ENGINEERING, 2017, 21 (07) :1189-1195
[4]   Simplified collapse capacity assessment of earthquake excited regular frame structures vulnerable to P-delta [J].
Adam, Christoph ;
Jaeger, Clemens .
ENGINEERING STRUCTURES, 2012, 44 :159-173
[5]   Seismic collapse capacity of basic inelastic structures vulnerable to the P-delta effect [J].
Adam, Christoph ;
Jaeger, Clemens .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41 (04) :775-793
[6]  
[Anonymous], 2006, Assessment and Improvement of the Structural Performance of Buildings in Earthquakes
[7]  
[Anonymous], 144 STANF U DEP CIV
[8]  
[Anonymous], 2014, 4113 ASCE SEI
[9]  
[Anonymous], 2009, FEMA P695
[10]  
[Anonymous], 2000, RECOMMENDED SEISMIC