Experimental Study on the Seismic Performance of Buckling-Restrained Braces with Different Lengths by Kechuan Wu, Guanglan Wei, Chi Lin, Longfei Zhang, Wenzheng Yu, Xiang Lan

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Experimental Study on Seismic Strengthening of Confined Masonry Walls Using RPC by Xin Wang, Shuming Li, Zhenli Wu, Fanyang Bu, Fei Wang

“…Masonry structures without effective reinforcement are vulnerable to seismic excitation. An innovative strengthening technique was proposed for damaged and undamaged masonry walls. …”
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Impact of earthquake�s epicenter distance on the failure of the embankment � A seismic prediction by Abdoullah Namdar, Omer Mughieda, Ts Haji Azahar Bin Mohd Yasin, Falak Azhar

“…Cracks in clayey soil cause a reduction in the seismic loading capacity which can lead to structural failures. …”
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Seismic Test and Simulation of Spring Vibration Isolated Foundation for Turbo-Generator by Dong An, Tianwang Liu

“…The finite element model was established by SeismoStruct for time-history analysis. Frequencies, modal shapes and seismic responses, deformation curves, and spring deformations were compared and analyzed. …”
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Some Remarks on Experimental Estimation of Damping for Seismic Design of Civil Constructions by Carlo Rainieri, Giovanni Fabbrocino, Edoardo Cosenza

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Spectral Assessment of the Effects of Base Flexibility on Seismic Demands of a Structure by J. Borzouie, J. G. Chase, G. A. MacRae, G. W. Rodgers, G. C. Clifton

“…This research evaluates the effects of column base rotational stiffness on the seismic demand of single storey frames with a range of periods using linear and nonlinear time history analysis. …”
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FEMA P695-Quantification of Building Seismic Performance Factors简介 by 郭小康, 李国强, 刘玉姝, 陈桥生

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Seismic Safety of Rockfill Dam with Asphalt Concrete Core on Overburden Layer by FENG Rui, LI Yuqi, SHI Wenjie

“…As the rockfill dam with an asphalt concrete core is built over the thick overburden layer,the overburden layer affects the dynamic response of the dam and aggravates the whiplash effect.Cutoff structures are also affected,especially the cutoff wall of the dam base and the asphalt concrete core of the dam,which are thin and prone to crack during an earthquake,and hence,they are the weak links of engineering.In the case of a rockfill dam with an asphalt concrete core,its height is 85.5 m,and the cutoff wall of the dam base has a depth of 110 m.To explore the seismic safety of the dam and its cutoff system,this study employs the sub-modeling technique to analyze the seismic time history of the cutoff wall and the core on the basis of static analysis.The results indicate that the seismic effect greatly influences the top and bank slope of the core and both sides of the cutoff wall,and the range and value of tensile stress increase to a great extent.It is suggested that corresponding measures should be taken to reinforce local regions.…”
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Münif Paşa ve Kütüphanelerin Yönetimiyle İlgili İlk Resmi Talimatname by Müjgan Cunbur

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A Survey study on design procedure of Seismic Base Isolation Systems by Hossein Shakeri Soleimanloo

“…In this research we present information on the design procedure of seismic base isolationsystems. In addition, we analyze the seismic responses of isolated structures. …”
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Unveiling midcrustal seismic activity at the front of the Bolivian altiplano, Cochabamba region by Gonzalo Antonio Fernandez M, Benoit Derode, Laurent Bollinger, Bertrand Delouis, Mayra Nieto, Felipe Condori, Nathan Sarret, Jean Letort, Stephanie Godey, Mathilde Wimez, Teddy Griffiths, Walter Arce

“…This study highlights the initial 6-month seismic bulletin made by manual and automated deep-neural-network based seismic phase picking. …”
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Nested Copula Model for Overall Seismic Vulnerability Analysis of Multispan Bridges by Ming Ma, Xiaoguang Wang, Naidong Liu, Shuai Song, Shuai Wang

“…Thus, it is critical to consider the correlations between multiple components in the seismic vulnerability analysis of the overall bridge system. …”
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Study on Regular Inspection Frequency of Bridge Based on Seismic Vulnerability Analysis by Peng Sun, Fengkun Cui, Haiyang Qin, Xiaomeng Hou

“…This study introduces a method to obtain accurate results regarding bridge seismic cost and reduce structural seismic losses. …”
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Subsurface Geobody Imaging Using CMY Color Blending with Seismic Attributes by Jianhua Cao, Xiankun Zhang, Yan Wang, Qi Zhao

“…In this paper, we present this approach of CMY color blending and its application in subsurface geobody characterization by using seismic attributes data. The first step is to calculate three types of seismic attributes based on the Hilbert transform algorithm, including envelop, instantaneous phase, and instantaneous frequency. …”
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DESIGN THEORY OF HOUFENG SEISMOGRAPH BASED ON SEISMIC RESPONSE SPECTRUM (MT) by ZHU YuTian, LI YaMei, LIU Zhao, XU Hao, LIU YuMing

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Seismic Performances of Replaceable Steel Connection with Low Yield Point Metal by Haoxiang He, Kui Chen, Ruifeng Li

“…In this connection, the weakened parts in the flange slab and web plate are filled with low yield point metal, and the metal firstly yields and dissipates energy sufficiently in earthquake; hence, the main parts are intact and the yield point metal can be replaced. The seismic performances of the three types of connections which include traditional connection, beam end weakened connection, and replaceable connection with low yield point steel under low cycle reciprocating load are studied. …”
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Seismic Capacity Assessment of Confined Brick Masonry Building: An Experimental Approach by Asfandyar Ahmed, Imad Ahmad, Khan Shahzada, Muhammad Tayyab Naqash, Bashir Alam, Muhammad Fahad, Sajjad Wali Khan

“…In order to investigate and quantify the performance of brick masonry against the seismic forces by confining it through typical stiffer, line elements (column and beams), a full-scaled room model of an area 3048 × 3658 mm (10 × 12 ft) and height of 3353 mm (11 ft) was constructed using confined brick masonry. …”
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Inelastic Parametric Analysis of Seismic Responses of Multistorey Bidirectional Eccentric Structure by Yu-ping Kuang, Xin-liang Jiang, Nan Jiang

“…This paper conducts a parametric study on the seismic response of multistorey bidirectional eccentric structures from elastic stage to inelastic stage. …”
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Seismic Damage Prediction Method for Lining Structures Based on the SEDR Principle by Q. Zheng, C. L. Xin, Y. S. Shen, Z. M. Huang, B. Gao

“…It is crucial to determine whether a lining structure would crack and which direction the crack would expand with seismic excitation. In previous literature, the principle based on stress and strain has been widely used to predict the seismic damage of lining structures, whereas it cannot specify the cracking modes. …”
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The Influence of Interference Layer on the Prediction of Seismic Information of Channel Sedimentary Reservoir by Xiangsheng Bao, Zhanhu Cai, Qingzhen Wang, Junfeng Yu, Yecheng Li

“…With the deepening of oil and gas exploration, channel-related oil and gas reservoirs with obvious seismic characteristics have been mostly discovered, and the rest are basically oil and gas reservoirs with unobvious seismic characteristics and difficult to be discovered. …”
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