Search Results1-6 of  6

  • MARUBASHI Nanako ID: 9000006850047

    Graduate School of Science and Eng., Yamaguchi Univ. (2012 from CiNii)

    Articles in CiNii:23

    • Study on variation of the maximum response of RC buildings to design input ground motions and evaluating method for the maximum response considering the variation (2011)
    • STUDY ON REQUIRED LATERAL LOAD CARRYING CAPACITY OF REINFORCED CONCRETE BUILDINGS (2008)
    • 23097 STUDY ON REQUIRED LATERAL LOAD-CARRYING CAPACITY OF REINFORCED CONCRETE BUILDINGS : EFFECT OF HYSTERETIC DAMPING ON REQUIRED LATERAL LOAD-CARRYING CAPACITY (2008)
  • MARUBASHI Nanako ID: 9000258066323

    Graduate School of Science and Eng., Yamaguchi Univ. (2010 from CiNii)

    Articles in CiNii:1

    • STRUCTURAL PERFORMANCE OF REINFORCED CONCRETE MASONRY BEARING WALLS AND WALL GIRDERS USING SMALL-SIZE CONCRETE UNITS (2010)
  • MARUBASHI Nanako ID: 9000258069759

    Assistant Prof., Graduate School of Science and Eng., Yamaguchi Univ., Dr. Eng. (2011 from CiNii)

    Articles in CiNii:1

    • STUDY ON VARIATION OF THE MAXIMUM RESPONSE OF RC BUILDINGS TO DESIGN INPUT GROUND MOTIONS AND EVALUATING METHOD FOR THE MAXIMUM RESPONSE CONSIDERING THE VARIATION (2011)
  • MARUBASHI Nanako ID: 9000283475942

    Assistants Prof., Graduate School of Science and Eng., Yamaguchi Univ., Dr. Eng. (2010 from CiNii)

    Articles in CiNii:1

    • CONVERSION PROCESS OF FARMERY'S BARN TO THE SCHOOLCHILD CARE FACILITY:-Improvement design of the schoolchild clubhouse “<i>TUBAMENOIE</i>” managed by Shimonoseki city social welfare conference- (2010)
  • Marubashi Nanako ID: 9000005405482

    Nagoya Institute of Technology (2007 from CiNii)

    Articles in CiNii:22

    • 23455 Shape Index of Reinforced Concrete Buildings based on Energy Concept (2002)
    • ASYMMETRY OF SEISMIC RESPONSE OF ELASTO-PLASTIC MODEL (2006)
    • A BASIC STUDY ON ASYMMETRY OF SEISMIC RESPONSE USING RIGID-PLASTIC MODEL (2005)
  • Marubashi Nanako ID: 9000400683509

    Articles in CiNii:1

    • 21195 Dynamic Response of Rigid-Plastic Model : Part 1: SDOF Model (2005)
Page Top