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Featured researches published by Weiping Wen.


Journal of Earthquake Engineering | 2017

Constant Ductility Energy Factors for the Near-Fault Pulse-Like Ground Motions

Changhai Zhai; Duofa Ji; Weiping Wen; Weidong Lei; Lili Xie

This study is focused on the constant ductility energy factors for bilinear system under the near-fault pulse-like ground motions. The variation of energy factors is studied in consideration of the earthquake magnitude, rupture distance, damping ratios, and post-yield stiffness ratios. The results indicate that the near-fault pulse-like ground motions would increase the energy dissipation of structures. The energy factors are significantly influenced by the earthquake magnitude. The damping ratios have more obvious influences on the energy factors than the post-yield stiffness ratios. A predictive model is proposed for the application of constant ductility energy factors for near-fault pulse-like ground motions.


Earthquake Spectra | 2016

The Inelastic Input Energy Spectra for Main Shock–Aftershock Sequences

Changhai Zhai; Duofa Ji; Weiping Wen; Weidong Lei; Lili Xie; Maosheng Gong

This study investigates the input energy spectra for inelastic single-degree-of-freedom (SDOF) systems under main shock–aftershock sequences. The input energy spectra quantitatively reveal the effects of aftershocks on input energy, which verifies the necessity of incorporating aftershocks in energy-based seismic design. The investigation selects the sequences including one aftershock or two aftershocks respectively, according to the proposed criteria for selecting earthquake records. Then, the input energy for sequences is normalized by mass, m, and expressed in terms of the equivalent velocity, VE,seq. Next, the variation of VE,seq is studied in consideration of the hysteretic models, ductility values, periods of vibration, site conditions, relative intensities of aftershocks and number of aftershocks. The results indicate that the effects of aftershocks on input energy are significant in almost the whole period region. Finally, a simplified expression of input energy is proposed for incorporating aftershocks in energy-based seismic design.


Journal of Earthquake Engineering | 2018

Ground Motion Prediction Model for Horizontal PGA, 5% Damped Response Spectrum in Sichuan-Yunnan Region of China

Xiulin Li; Changhai Zhai; Weiping Wen; Lili Xie

ABSTRACT This manuscript presents a new model, named SY model, to predict horizontal peak ground acceleration and 5% damped response spectrum for shallow crustal earthquakes in Sichuan-Yunnan region of China. SY model considers the influences of magnitude, rupture distance, fault types, site amplification and hanging-wall scaling on ground motions. The random effect regression analysis and residual analysis are used to fit SY model based on a strong-motion database which is established to summarize the recordings of Sichuan-Yunnan region shallow crustal earthquakes. Prediction results are provided by SY model and subsequently compared with observations and those of other GMPEs for validation.


Earthquake Engineering and Engineering Vibration | 2018

Hysteretic energy prediction method for mainshock-aftershock sequences

Changhai Zhai; Duofa Ji; Weiping Wen; Cuihua Li; Weidong Lei; Lili Xie

Structures located in seismically active regions may be subjected to mainshock-aftershock (MSAS) sequences. Strong aftershocks significantly affect the hysteretic energy demand of structures. The hysteretic energy, EH,seq, is normalized by mass m and expressed in terms of the equivalent velocity, VD,seq, to quantitatively investigate aftershock effects on the hysteretic energy of structures. The equivalent velocity, VD,seq, is computed by analyzing the response time-history of an inelastic single-degree-of-freedom (SDOF) system with a varying vibration period subjected to 309 MSAS sequences. The present study selected two kinds of MSAS sequences, with one aftershock and two aftershocks, respectively. The aftershocks are scaled to maintain different relative intensities. The variation of the equivalent velocity, VD,seq, is studied for consideration of the ductility values, site conditions, relative intensities, number of aftershocks, hysteretic models, and damping ratios. The MSAS sequence with one aftershock exhibited a 10% to 30% hysteretic energy increase, whereas the MSAS sequence with two aftershocks presented a 20% to 40% hysteretic energy increase. Finally, a hysteretic energy prediction equation is proposed as a function of the vibration period, ductility value, and damping ratio to estimate hysteretic energy for mainshock-aftershock sequences.


Soil Dynamics and Earthquake Engineering | 2013

Damage spectra for the mainshock–aftershock sequence-type ground motions

Changhai Zhai; Weiping Wen; ZhiQiang Chen; Shuang Li; Lili Xie


Soil Dynamics and Earthquake Engineering | 2014

The damage investigation of inelastic SDOF structure under the mainshock–aftershock sequence-type ground motions

Changhai Zhai; Weiping Wen; Shuang Li; ZhiQiang Chen; Zhiwang Chang; Lili Xie


Engineering Structures | 2014

Constant damage inelastic displacement ratios for the near-fault pulse-like ground motions

Weiping Wen; Changhai Zhai; Shuang Li; Zhiwang Chang; Lili Xie


Engineering Structures | 2013

Inelastic displacement ratios for design of structures with constant damage performance

Changhai Zhai; Weiping Wen; Tian-Tian Zhu; Shuang Li; Lili Xie


Bulletin of Earthquake Engineering | 2015

The ductility-based strength reduction factor for the mainshock–aftershock sequence-type ground motions

Changhai Zhai; Weiping Wen; Shuang Li; Lili Xie


Soil Dynamics and Earthquake Engineering | 2015

The influences of aftershocks on the constant damage inelastic displacement ratio

Changhai Zhai; Weiping Wen; Duofa Ji; Shuang Li

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Changhai Zhai

Harbin Institute of Technology

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Lili Xie

Harbin Institute of Technology

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Duofa Ji

Harbin Institute of Technology

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Shuang Li

Harbin Institute of Technology

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Weidong Lei

Harbin Institute of Technology

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Bing Lu

Harbin Institute of Technology

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ZhiQiang Chen

University of Missouri–Kansas City

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Cuihua Li

Harbin Institute of Technology

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Tian-Tian Zhu

Harbin Institute of Technology

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Xiulin Li

Harbin Institute of Technology

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