Naohiro Nakamura

发表

3-D SIMULATION ANALYSIS OF FULL SCALE 5-STORY BUILDING WITH STEEL DAMPERS

Harumi Yoneda, Takayuki Sone, Masashi Yamamoto, 2011 .

Collaboration work for nuclear power building using 3D CAD information

Jun Miura, Naohiro Nakamura, Kouichirou Tanaka, 2006 .

ANALYTICAL STUDY ON INFLUENCE OF MULTIPLE WEB OPENINGS ON RC FOOTING BEAMS USING NONLINEAR FINITE ELEMENT ANALYSIS

Naohiro Nakamura, Takuya Kinoshita, Hiroto Takatsu, 2013 .

Study of ultimate seismic response and fragility evaluation of nuclear power building using nonlinear three-dimensional finite element model

Tomio Nakano, Takuya Suzuki, Naohiro Nakamura, 2010 .

Development of Robot Using Pneumatic Artificial Rubber Muscles to Operate Construction Machinery

Kenji Kawashima, Toshiharu Kagawa, Takahiro Sasaki, 2004, J. Robotics Mechatronics.

A STUDY ON TIME DOMAIN ENERGY TRANSMITTING BOUNDARY FOR IMPROVING EFFICIENCY OF CALCULATION AND APPLICATION TO DETAIL SOIL-STRUCTURE INTERACTION SYSTEM

Takuya Kinoshita, Takuya Suzuki, Naohiro Nakamura, 2013 .

Large Scale FEM Analysis Using Causal Hysteretic Damping Model

Naohiro Nakamura, 2009 .

STUDY OF DAMAGE INDEX OF REINFORCED CONCRETE SHEAR WALL BASED ON CONSUMED ENERGY USING 3D FEM

Tomio Nakano, Takuya Suzuki, Naohiro Nakamura, 2013 .

Response analysis of soil deposit considering both frequency and strain amplitude dependencies using nonlinear causal hysteretic damping model

Naohiro Nakamura, 2013 .

THREE-DIMENSIONAL SIMULATION ANALYSIS OF A FULL-SCALE 5-STORY BUILDING WITH STEEL DAMPERS

Takuya Suzuki, Naohiro Nakamura, Soshi Nakamura, 2012 .

STUDY ON THE PRACTICAL RESPONSE ANALYSIS METHOD FOR MEMBER ON WHICH IMPULSIVE LOAD ACTS

Yuji Miyazu, Naohiro Nakamura, Daichi Tomida, 2019 .

Two-dimensional energy transmitting boundary in the time domain

Naohiro Nakamura, 2012 .

202 磁気ヘッドポジショナの高精度追従位置決め制御に関する研究 : 第2報 : 主共振非干渉化位置決め機構とその制御(情報機器コンピュータメカニクス3 : サーボ, プリンターと紙送り)

Hiroshi Yamaura, Naohiro Nakamura, Kyosuke Ono, 2001 .

OBSERVATION AND ANALYSIS OF DYNAMIC SOIL-STRUCTURE INTERACTION EFFECT ON BASE ISOLATED BUILDING WITH GRID-FORM GROUND IMPROVEMENT

Sadatomo Onimaru, Naohiro Nakamura, Kiyoshi Yamashita, 2012 .

A study on seismic behavior of nuclear power building in strong nonlinear area and fragility evaluation using 3 dimensional FEM Part-2 Fragility evaluation

Tomio Nakano, Takuya Suzuki, Naohiro Nakamura, 2009 .

High-precision finite-element analysis of rubber bearing for base-isolation of building structures

Makoto Ohsaki, Masayuki Kohiyama, Masashi Yamamoto, 2014 .

A Study on Limit Vehavior of Base Isolated Reactor Building : (Part1) Earthquake Response Analysis with Nonlinear Characteristics of Structure and Base Isolation System

Naohiro Nakamura, 野嶋治, 米田玄次, 1989 .

An estimation method for basemat uplift behavior of nuclear power plant buildings

Susumu Ino, Naohiro Nakamura, Masayuki Miake, 2007 .

Practical causal hysteretic damping

Naohiro Nakamura, N. Nakamura, 2007 .

Extended Rayleigh Damping Model

Naohiro Nakamura, N. Nakamura, 2016, Front. Built Environ..

DAMAGE PREDICTION MODELS FOR REINFORCED CONCRETE BUILDINGS BASED ON NON-LINEAR ANALYSIS WITH SOIL-STRUCTURE INTERACTION

Naohiro Nakamura, Soshi Nakamura, Hiroshi Kawase, 2008 .

A SIMPLE METHOD TO ESTIMATE IMPEDANCE OF RIGID FOUNDATION AND AN APPLICATION TO TIME HISTORY RESPONSE ANALYSIS OF STRUCTURE ON SURFACE OF MULTI-LAYERED SOIL

Naohiro Nakamura, 2001 .

Improved methods to transform frequency‐dependent complex stiffness to time domain

Naohiro Nakamura, 2006 .

Simulation Analysis of a Full-Scale Five-Story Building with Vibration Control Dampers

Naohiro Nakamura, 2018 .

Three-dimensional seismic response of two-story wooden buildings with seismic devices using mechanical linkage

Yuji Miyazu, Naohiro Nakamura, Shohei Morikawa, 2017 .

Hybrid parallelization of earthquake response analysis using K computer

Naohiro Nakamura, Y Shigeno, J Hamada, 2014 .

21107 Comparison of vibration characteristics of several interaction model including full finite element model Evaluation and Monitoring of Soil-Foundation-Structure Interaction Systems using MeSO-net (Part 3)

Takuya Kinoshita, Kazuhiro Hayashi, Naohiro Nakamura, 2015 .

Seismic response analysis of deeply embedded nuclear reactor buildings considering frequency-dependent soil impedance in time domain

Naohiro Nakamura, 2008 .

Finite‐element analysis of laminated rubber bearing of building frame under seismic excitation

Makoto Ohsaki, Masashi Yamamoto, Masayuki Kohiyama, 2015 .

PRACTICAL METHOD FOR STATIC COLLAPSE ANALYSES OF STRUCTURES SUBJECTED TO CYCLIC MULTIPOINT LOADING

Takuya Suzuki, Naohiro Nakamura, Takuya Suzuki, 2013 .

Automatic Construction of ITS Ontologies with Structural and WordSpace Analysis Specific to ITS Documents

Takahira Yamaguchi, Hironao Kawashima, Takeshi Morita, 2013 .

Analytical study on energy consumption and damage to cylindrical and I-shaped reinforced concrete shear walls subjected to cyclic loading

Tomio Nakano, Eizaburo Tachibana, Naohiro Nakamura, 2009 .

Application of robots using pneumatic artificial rubber muscles for operating construction machines

Kenji Kawashima, Toshiharu Kagawa, Naohiro Nakamura, 2003, Proceedings 2003 IEEE/RSJ International Conference on Intelligent Robots and Systems (IROS 2003) (Cat. No.03CH37453).

A study on nonlinear seismic response analysis of building considering frequency dependent soil impedance in time domain

Naohiro Nakamura, 2009 .

Analyses of reactor building by 3D nonlinear FEM models considering basemat uplift for simultaneous horizontal and vertical ground motions

Jun Yamada, Tomio Nakano, Takuya Suzuki, 2008 .

DYNAMIC CHARACTERISTICS FOR A MIDDLE-RISE STEEL BUILDING AND EARTHQUAKE RESPONSE ANALYSES OF SOIL-STRUCTURE INTERACTION BASED ON MEASUREMENT DATA

Toshiharu Arakawa, Takuya Suzuki, Masaaki Numa, 2013 .

21164 Horizontal Load Capacity of Middle-high-rise RC Building with Multi-story Shear Wall Considering Uplift Behavior Part-25 Study on Dynamic Behavior of Uplifting frame No.11 Effect of local nonlinearity of ground

Tatsuya Hasegawa, Yoshio Tanno, Osamu Hosozawa, 2015 .

Time history response analysis using extended Rayleigh damping model

Naohiro Nakamura, 2015 .

STUDY ON MODELING ERROR IN STRONG NONLINEAR AREA OF STRUCTURE IN FRAGILITY EVALUATION OF NPP BUILDINGS

Hiroyuki Sugita, Satoru Miyazaki, Takuya Suzuki, 2007 .

Parameter identification for nonlinear structural model using modal iterative error correction method

Naohiro Nakamura, Takuya Suzuki, Takuya Uesaka, 2021 .

What is a community's desire? A critical look at participatory research projects with Indigenous communities

Naohiro Nakamura, N. Nakamura, 2015 .

A practical method for estimating dynamic soil stiffness on surface of multi‐layered soil

Naohiro Nakamura, 2005 .

Response analysis of SRC high-rise building during the 2011 off the pacific coast of Tohoku earthquake

Hiroshi Fukuyama, Taiki Saito, Takuya Kinoshita, 2013 .

Basic Study on the Transform Method of Frequency-Dependent Functions into Time Domain: Relation to Duhamel’s Integral and Time-Domain-Transfer Function

Naohiro Nakamura, 2012 .

Nonlinear response analyses of a soil–structure interaction system using transformed energy transmitting boundary in the time domain

Naohiro Nakamura, N. Nakamura, 2009 .

Response Analysis and Auto-Regressive Exogenous Modeling of a Steel-Reinforced Concrete High-Rise Building during the 2011 Off the Pacific Coast of Tohoku Earthquake

Hiroshi Fukuyama, Takuya Kinoshita, Naohiro Nakamura, 2017, Front. Built Environ..

Nonlinear Response Analysis Considering Dynamic Stiffness with Both Frequency and Strain Dependencies

Naohiro Nakamura, 2008 .

CRITICAL DISTURBANCE FOR STRESS RESULTANT IN LONG-SPAN MOMENT-RESISTING FRAMES SUBJECTED TO HORIZONTAL AND VERTICAL SIMULTANEOUS GROUND INPUTS

Kohei Fujita, Izuru Takewaki, Naohiro Nakamura, 2008 .