Research on Seismic Performance of Fiber Concrete Lining Structure of Urban Shallow-Buried Rectangular Tunnel in Strong Earthquake Area
暂无分享,去创建一个
[1] Zhi-qiang Zhang,et al. Excavation Sequence and Surrounding Rock Mass Stability of Large-Scale Underground Engineering with 8 Tunnels , 2020 .
[2] Linghan Meng,et al. Application of fiber-reinforced concrete lining for fault-crossing tunnels in meizoseismal area to improving seismic performance , 2020 .
[3] M. Abedi,et al. Experimental and numerical-based design of hybrid steel fibre-reinforced concrete tunnels , 2020 .
[4] Z. Yun,et al. A CONSTITUTIVE MODEL OF STEEL FIBER REINFORCED CONCRETE UNDER UNIAXIAL TENSION , 2020 .
[5] N. Berthoz,et al. Fiber-Reinforced Sprayed Concrete as a Permanent Tunnel Lining , 2020 .
[6] Zhi-qiang Zhang,et al. A New Perspective on the Constant mi of the Hoek–Brown Failure Criterion and a New Model for Determining the Residual Strength of Rock , 2020, Rock Mechanics and Rock Engineering.
[7] Zhi-qiang Zhang,et al. Influence of Fault on the Surrounding Rock Stability for a Mining Tunnel: Distance and Tectonic Stress , 2019, Advances in Civil Engineering.
[8] Timon Rabczuk,et al. A software framework for probabilistic sensitivity analysis for computationally expensive models , 2016, Adv. Eng. Softw..
[9] Yun Zou,et al. Non-Linear Numerical Simulation of Core Steel Reinforced Concrete Columns Based on ABAQUS Software , 2014 .
[10] Sang-Hun Han,et al. Tensile cracking constitutive model of Steel Fiber Reinforced Concrete (SFRC) , 2014 .
[11] S. Yuasa,et al. Effect of MgO Cap Layer on Gilbert Damping of FeB Electrode Layer in MgO-Based Magnetic Tunnel Junctions , 2013 .
[12] H. Nguyen-Xuan,et al. A simple and robust three-dimensional cracking-particle method without enrichment , 2010 .
[13] Yoshimi Ohta,et al. Response and Stability of Underground Structures in Rock Mass during Earthquakes , 2010 .
[14] Abhimanyu Kumar,et al. Computer Modeling for the Complex Response Analysis of Nonstandard Structural Dynamics Problems , 2009 .
[15] H. Nguyen-Xuan,et al. A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures , 2008 .
[16] Thomas Kasper,et al. Lining design for the district heating tunnel in Copenhagen with steel fibre reinforced concrete segments , 2008 .
[17] Ted Belytschko,et al. Cracking particles: a simplified meshfree method for arbitrary evolving cracks , 2004 .
[18] Kazuhide Yashiro,et al. DAMAGE TO MOUNTAIN TUNNELS BY EARTHQUAKE AND ITS MECHANISM , 2000 .
[19] T. J. Powers,et al. Paleoseismic investigations in the Santa Cruz mountains, California: Implications for recurrence of large‐magnitude earthquakes on the San Andreas Fault , 1998 .
[20] P. Rossi,et al. Probabilistic numerical modelling of cracking in steel fibre reinforced concretes (SFRC) structures , 2015 .
[21] Kyriazis Pitilakis,et al. Performance and Seismic Design of Underground Structures , 2014 .
[22] Li Zuo,et al. Application of C40 Steel Fibre Concrete in Shotcrete Lining Tunnel , 2012 .
[23] Y. Yu-lin. Review on durability of complex fiber concrete , 2012 .
[24] Liu Xi-feng,et al. Contact Nonlinear Analysis of Wind Turbine Tower Bolted Joints with ABAQUS , 2011 .
[25] Huang Zhong-peib. Experimental study on flexural toughness of fiber reinforced high-strength concrete , 2010 .
[26] Wang Mingsheng,et al. Analysis on Deformation of Surrounding Rock Mass Occurring during "Top Heading and Bench" Excavation of Tunnels with High Ground Stress and Large Deformation , 2009 .
[27] Zhu Qi-yun. Non-linear Numerical Simulation of Core Steel Reinforced Concrete Columns Based on ANSYS Program , 2008 .
[28] Ma Xing-dong. Study on the Factors Influencing Stress Characteristics of Rock Cavern under Earthquake , 2006 .
[29] Charles H. Dowding,et al. Damage to Rock Tunnels from Earthquake Shaking , 1978 .