nakanishi

nakanishi從一般工業(yè)到設(shè)備一應(yīng)俱全,做好內(nèi)部開發(fā)、制造和銷售。面對(duì)市場(chǎng)需求,快速反應(yīng)和迅速研發(fā)制造產(chǎn)品來滿足市場(chǎng)需求。此外,nakanishi在產(chǎn)品質(zhì)量控制和降低成本上,建立了創(chuàng)造高附加值和不能輕易模仿的產(chǎn)品,保證產(chǎn)品的質(zhì)量和消費(fèi)者的權(quán)益。

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外文名稱 NAKANISHI 總部地點(diǎn) 日本
成立時(shí)間 1930 公司性質(zhì) 外資

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    1、將附帶的那條多功能線的MINI   USB插口插到音箱的對(duì)應(yīng)端口,另一端的3.5mm插頭插到電腦的耳機(jī)輸出插口。 2、打開小音箱的電源開關(guān),長(zhǎng)按(約2秒)音箱操作面版中間的播放...

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    你好,東莞市莞城華力機(jī)電貿(mào)易部的cikachi時(shí)間繼電器價(jià)格¥   30.00。使用效果挺不錯(cuò)的,非常的好用,操作簡(jiǎn)單,使用很方便,具有智能化、輕巧、易操作、安全等特點(diǎn),口碑還是不...

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英國(guó)shikar晟愷壁掛爐培訓(xùn)資料 英國(guó)shikar晟愷壁掛爐培訓(xùn)資料

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評(píng)分: 4.8

英國(guó) shikar 晟愷壁掛爐 燃?xì)獠膳顭崴趻鞝t 英國(guó) shikar 晟愷壁掛爐培訓(xùn)知識(shí) 燃?xì)獗趻鞝t知識(shí) 一、燃?xì)獗趻鞝t產(chǎn)品發(fā)展歷史 壁掛爐起源于歐洲,至今已有 50 多年的歷史。而直到最近三十年來才被廣泛使用于 居民家庭。壁掛爐在中國(guó)的發(fā)展是在 95年底,僅用幾年,家用鍋爐以其獨(dú)特的姿勢(shì)已經(jīng)占 據(jù)了中國(guó)獨(dú)立式采暖市場(chǎng)。 家用鍋爐的發(fā)展經(jīng)歷如此長(zhǎng)的時(shí)間,大致從產(chǎn)品的結(jié)構(gòu)和性能上可以分為四個(gè)階段: 1、最早是由大鍋爐改造而來,一體化的程度低,控制性能差,安全功能考慮較少。 2、發(fā)展到 70 年代后,出現(xiàn)以內(nèi)燃式和炮筒式結(jié)構(gòu)為特點(diǎn)的第二代產(chǎn)品,對(duì)于一體化的程 度,控制性能,安全功能方面有了較大的改善,但是產(chǎn)品的可維護(hù)性差。 3、90年代開始,出現(xiàn)以爐排式結(jié)構(gòu)為特點(diǎn)的第三代產(chǎn)品, 在自動(dòng)控制和安全功能上有了質(zhì) 的變化,結(jié)構(gòu)更加合理,燃燒性能大大提高,主要是采用了密閉式循環(huán)結(jié)構(gòu)及比例調(diào)節(jié) 式

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液體管道輸送消聲器——SHIZUKA 液體管道輸送消聲器——SHIZUKA

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評(píng)分: 4.6

日本清水建設(shè)公司開發(fā)的液體管道輸送消聲器;能解決建筑物內(nèi)由于給排水、空調(diào)等泵關(guān)閉時(shí)產(chǎn)生的振動(dòng),由管道傳到室內(nèi),在室內(nèi)產(chǎn)生噪聲。過去用橡軟膠接頭安裝在泵出口的配管上,消聲效果小。SHIZUKA是在管道本體鋼管兩端安裝空氣室,并用特殊材料制造空氣進(jìn)入孔,利用孔穴吸收水中的噪聲,由于進(jìn)入孔穴的空氣膨脹和收縮,不

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PREFACE

Volume 1

KEYNOTE LECTURES

Damage evaluation, seismic capacity evaluation and retrofit techniques of R/C buildings in Japan

Hiromi Adachi, Mitsukazu Nakanishi and Keiji Kitajima

Recent advances of intelligent health monitoring systems for civil infrastructures in HIT

Jinping Ou

Probability density evolution method for dynamic reliability assessment

Jie Li and Jianbing Chen

SECTION 1NEW THEORY AND METHOD OF STRUCTURAL ANALYSIS AND DESIGN

Story shear coefficient for shear failure of beam-to-column joint in reinforced concrete buildings

Jiandong Zhou, Masaya Hirosawa and Tatsuya Komuro

Computational synthesis of three-dimensional discrete structures

Xianzhong Zhao and Kristina Shea

Objective functions for finite element model updating in structural dynamics

Bijaya Jaishi and Weixin Ren

Connection of steel moment-resisting frames with opening on beam web *

Jiping Ru and Bo Li

Effective width and rigidity of steel-concrete composite beam*

Jianguo Nie and Chunyu Tian

Nonlinear analysis of single-layer reticulated shells

Yingbo Chen, Qiusheng Li and Junming Chen

Dynamic and equivalent-static wind-resistant analysis for single-layer reticulated shells based on wind tunnel tests

Yuanqi-Li, Zuyan Shen and Yukio Tamura

Behaviour of composite cross-sections with partial shear connection

Jing Ji , Xiaolei Han and M. A. Bradford

Multi-wave post-buckling analysis of thin-walled members*

Zhong Tao, Liaoyuan Ye, Baokang He and Suzuki Yoshiyuki

New advances in theory of stability of steel structures

Genshu Tong and Tao Ren

Theoretical analysis and test studyfor axial compression bearing capacity of CFST

Junhai Zhao, Shufang Ma, Xueying Wei and Lin Ji

Local and distortional buckling stress methods of open cross-section thin-walled columns

Sumei Zhang and Sheng Wu

Review and new proposals for performance indices of flexural members*

Peng Feng, Lieping Ye, Heng Zhao and Jiangbo Zhuang

Analysis and design method for point-supported laminated and mid-hollow glass panels

Ying Ma, Yongjiu Shi and Yuanqing Wang

Numerical simulation and experimental study on bolted end-plate connections*

Gang Shi, Yongjiu Shi, Yuanqing Wang and Hong Chen Influence of the glass mass on dynamic performance of point supported glass curtain wall flexible supporting system

Zhihong Ren, Yuanqing Wang and Yongjiu Shi Effects of low temperature on calculation of fracture parameters of structural Steels *

Yanmin Wu, Yuanqing Wang Yongjiu Shi and Jianjing Jiang Recursive random finite element method*

Bin Huang, Wen jun Liu and Weilian Qu Mixed-elastoplastic development analysis of 3-d steel structure based on thin-wall structure theory*

Menghong Wang and Qingshan Yang Studies on local-buckling behavior of tapered H-section members*

Na Yang, Qingshan Yang, Shizhao Shen and Xudong ZhiNonlinear analysis of rectangular concrete-filled tubular column to steel beam connections with sided plates

Jiping Ge and Zhouhong Zong Evaluation of the structural expected loss in the life cycle with fuzzy theory*

Gang Li Relationships between material properties and section ductility of prestressed high-strength concrete beam

Limei Zhang, Shunbo Zhao and Chengkui Huang A new beam model based on the Timoshenko beam

Songtao Xue, Chunfeng Wan and Rong Chen Formulae for computing bulk-solid pressure in squat silos

Fang Yuan, Fuming Wang, Xing Shao and Xinnan Gao The restraint influence coefficient method to analyze creep and shrinkage effect on prestressed concrete bridges*

Di Hu, Mian Tang and Zhengqing Chen An approach for foundation dynamic impedance matrix and numerical comparisons*

Xingmin Hou, Hui Deng and Zhiguang Gao Improvement of artificial boundary in ANSYS/LS-DYNA

Haiping Ding, Dongyin Zhang, Xin Jin and Ge Kong Form finding of membrane structures based on nonlinear displacement analysis

Hongxia Wan, Junming Chen and Daihua Wu Punching shear strength analysis of slab-column connections

Xueying Wei, Shufang Ma and Guoliang Bai Nonlinear analysis based finite element methods on steel structure under cyclic loading*

Hong Zheng Study on failure criteria and constitutive relationship of bond-slip in steel reinforced concrete structure *

shansuo Zheng, Guozhuan Deng and Maohong Yu Multi-surface strength model for concrete beam-column joints subjected to cyclic loading

Zhengnan Yin,Qiwei Zhang and Maohong Yu The generalized finite element method on eight-node element meshes

Ziqiang peng and Jianwei Tu Spatial geometric nonlinear analysis method based on torsion-warping stability interpolation function

Jian Liu, Xiangyun Huang, Ming Xu, Kaixi Li and Minhui Zhou The calculation methods for steel frarne structure based on structural ultimate bearing capacity

Jian Liu, Xiangyun Huang, Li Zhang, Kaixi Li and Minhui Zhou Grey correlation index analysis of bearing capacity on concrete filled steel tubular compression members *

Chengxiang Xu, Lihua Xu and Guofeng Du Selection and design of concrete frames filled with steel tubes

Hailin Lu and Chengxiang Xu

SECTION 2VIBRATION CONTROL AND HEALTH MONITOR OF STRUCTURE

Experimental study of cable vibration control

C. S. Cai and W. J. Wu

Reduction of the pounding effect between bridge girders induced by spatially varying ground motions

Hai Su, Hong Hao and Nawawi Chouw Passive auto-adaptive seismic resistant structures and their development

Lieping Ye, Asad Ullah Qazi and Xunliu Wang Mechanical theory of Encapsulated FBG strain sensors used for structural health monitoring*

Zhi Zhou, Jilong Li and Jinping Ou Structural damage detection based on the correlation analysis between the wavelet packet component energies

Guirong Yan, Zhongdong Duan and Jinping Ou Error compensation technique for the structural health monitoring sensor systems

Jun Teng, Hongjun Liu and Weilian Qu The application method of the intelligent sensor systems for the structural health monitoring systems *

Jun Teng, Weilian Qu and Hongjun Liu

A study on strain-sense and actuated properties of TINI shape memory alloys*

Hui Li, Zhiqiang Liu and Wenli Chen

Dynamic performance of a concrete cable-stayed bridge with single tower using ambient vibration testing

Zhouhong Zong, Yi Ruan andWeiaxin Ren

Wavelet based damage identification of beams

Jiangang Han, Zengshou Sun and Weixin Ren

Further analysis of the brace forces of pall frictional dampers *

Bin Wu and Jigang Zhang

A practical design method of nonlinear passive dynamic absorbers for wind-induced vibration control of high-rise structure

Mingyun Lv, Zhe Wu and Weilian Qu

Shaking table test on ship lifts model with roof MR damper isolation system

Mingyun Lv, Zhe Wu and Weilian Qu

Key parameters that influence performance of shear-valve magnetorheological fluid damper *

Xinchun Guan, Jinhai Li and Jinping Ou

Structural damage detection method based on incomplete modal information study

Hui Liu and Weilian Qu

Empirical mode decomposition and its application

Danjiang Yu and Weixin Ren

Seismic response analysis of the complex system consisting of a huge subway platform and the corresponding upper structure*

Weiming Yan, Haoxiang He, Libo Wu and Jinbao Ji

Sensitivity analysis of modal parameters of buildings in damage detection*

Hongping Zhu, Dansheng Wang and Bao He

Numerical research on real-time structural damage alarming based on wavelet packet analysis*

Youliang Ding, Aiqun Li and Xiaolin Han

Review on serviceability design of vibration structure

Zhigang Song and Weiliang Jin

Megaframe structures with control devices*

Yuji Tian, Qingshan Yang and Zongjian Lan

Structural damage detection based on neural network algorithm through changes in local strain mode shapes *

Lin Li, Hongping Zhu and Kezhu Hong

Vibration control of seismic response of adjacent buildings coupled with semi-active MR dampers*

Hongjun Liu and Jun Teng

Application of linear friction dampers to adjacent buildings*

Lingyun Peng, Weiming Yan and Jinbao Ji

OTE control using an active mass driver system*

Runlin Yang, Weiming Yan, Xiyuan Zhou, Jinbao Ji and Xihui Liu

The research on the initial permeability and stress of ferromagnetic materials*

SheLiang Wang, Wei Wang, Xiangyun Huang, Ruijie Liu and Zhongming Xiong

Research on damp capacity of passive isolation device based on shape memory alloy re-centring dampers

Sheliang Wang, Xiang Zhao, Ruijie Liu and Zhongming Xiong

Analysis on seismic responses of hybrid control system combining SATMD with energy dissipation u

Jianyang Xue, Jianzhong Zhou and Hongtie Zhao

Analysis on seismic responses of base-isolated structures with lead rubber bearings under biaxial ground excitations

Jianqiang Wang and Qianfeng Yao

Continuum method of shear wall structure with energy dissipation devices*

Wenfeng Liu, Liyan Gao and Jieying Sui

Little-character-toggle-brace-damper seismic energy dissipation systems

Jieying Sui, Wenfeng Liu and Xiangmei Yan

Dynamic analysis of a vibration absorption system of a mega frame via considering the influence of substructure

Jianlin Zhang, Xun'an Zhang and Jiesheng Jiang

Damage detection use two dimensional wavelet*

Xindong Zhao, Sheliang Wang and Jinghui Zhang

Inverse neural network and its application on MR dampers

Jianwei Tu and Zhiqiang Peng

SECTION 3 DISASTER-PREVENTION AND DISASTER-REDUCTION FOR STRUCTURAL ENGIN-

EERING

Comparition of intraplate ENA seismic model and recorded strong motion in western Australia

Hong Hao and Brian A. Gaull

Numerical simulation of damage of masonry and masonry infilled RC frame structures to blast ground motions

Chengqing Wu, Hong Hao and Yong Lu

Performance based seismic reliability evaluation of RC frames

Yong Lu and Xiaoning Gu

A study of the higher mode effect and load pattern selection in pushover analysis

Shuang Hou and Jinping Ou

Effects of the column-to-beam strength ratio on earthquake responses of CFT moment resistant frames permitting inner columns to yield

Peizhen Xu and A. Kawono

Study on seismic behavior of a high-rise building of frame-shear wall structure with high transfer story

Xiangyun Huang, Fulin Zhou, Sheliang Wang, Jianmin Jin and Xuehai Lou

Seisimic response analysis of arch dam-compressible water-foundation rock systems*

Xiuli Du and Jinting Wang

Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire*

Linhai Han, Jingsi Huo and Yongchang Wang

Nonlinear finite element analysis of transient thermal field for planar reinforced concrete frame in fire*

Bo Wu and Xiyang He

Experimental study on seismic performance of corroded reinforced concrete members with flexure and compression *

Ditao Niu, Xinxiao Chen and Xuenin Wang

Finite element analysis of 3D temperature fields in structures subjected to fire*

Yongjun Liu , Weicheng Fan and Hongnan Li

Seismic reponse of MDOF systems by wavelet transform

Meiling Xiao, Liaoyuan Ye and Hongtie Zhao

Review on application of artificial neural networks in earthquake resistant and disaster prevention

Benyu Liu and Liaoyuan Ye

Analysis modles and methods for structural response of spatially varying ground motions

Xuemei Li

Research on strong ground motion selected for structural analysis under seldom occurred earthquake

Guoliang Bai, Zihui An, Tao Wu and Jianguang Yue

Study on the distribution of near-fault strong ground motion and the safe distance of structure near fault*

Qifang Liu, Haiping Ding and Xin Jin

Study on drift limits of RC structures under frequently occurring earthquakes*

Zixiong Guo

Research on damage of RC beams in fire (elevated temperature) environments

Guanglin Yuan, Cao Guo and Fangyi Huang

Experimental study on seismic performance of steel reinforced high-strength concrete columns*

Junhua Li, Hongtie Zhao, Jianyang Xue and Linke Wang

Maintenance strategy analysis for existing aseismatic structure based on minimal expected total cost*

Haiwen Teng and Shitao Xu

Seismic response of X-shaped plan frame supported shear wall structure.

Part I : shaking table test

Yanxia Ye, Xingwen Liang and Yun Zhou

Seismic response of X-shaped plan frame supported shear wall structure.

Part Ⅱ: Elasto-plastic analysis

Yanxia Ye, Xingwen Liang and Qingning Li

The mode superposition method with the second order matrix perturbation technique for structural nonlinear response to earthquake excitations

You fa Yang and Shuai Li

Aseismatic carpentry of ancient Chinese timber buildings *

Dafeng Gao, Hongtie Zhao and Jianyang Xue

Research on the seismic behavior of concrete-filled steel tubular frame

Bin Li and YangWen

Volume 2

SECTION 4NEW STRUCTURAL SYSTEMS AND NEW MATERIALS

Fundamental problems in the modeling analysis of FRP/concrete hybrid structural members

Z. J. Wu and J. M. Davies

Advanced glued laminated construction and its engineering applications *

Weiqing Liu and Huifeng Yang

Composites fiber reinforced polymer rebar for concrete structures *

Bo Wang, Jinping Ou , Xinyue Zhang , Zheng He and Minzhong Qian

Structural behavior of composite slim beam

Yongjiu Shi, Qiuzhe Li and Yuanqing Wang

Study on the staggered-steel truss system*

Xuhong Zhou, Yongjian Liu, Qishi Zhou and Tao Mo

Several types of high-rise solar building structures and their related key problems

Bo Wu, Hongwei Ma, Lan Chen and Xiyang He

Bearing capacity of gear-type SFRC pile theory based on meso-mechanics *

Jisheng Zhao, Xiaxin Tao, Lijing Shi and jinping Ou

Wrinkling of membranes: state of the art*

Zuowei Li, Qingshan Yang and Ruixia Liu

Details of secondary geodesic line method for membrane cutting pattern generation*

Feng Tan and Qingshan Yang

Aeroelastic dynamic equation of wind-structure interaction of membrane roofs with small sag

Ruixia Liu, Qingshan Yang and Zuowei Li

Construction analysis of tensile structures *

Bo Li, Qingshan Yang, Feng Tan and Menghong Wang

The study on the dynamic properties of arched corrugated metal roof

Chengdong Tan, Yuanqing Wang and Yong Zhang

Influence of chord stress on axial strength of rectangular tubular T- and TX-joints

Lei Zhu, Yongjiu Shi, Yuanqing Wang and Hong Chen

The analysis of calculating and design method for load bearing glass structure

Hengqiu Zhang, Yuanqing Wang and Yongjiu Shi

Research on.dynamic property of cylindrical latticed intersected 3D beam system reticulated mega structure with single layer latticed shell substructure *

Yongjun He, Xuhong Zhou and Shilin Dong

The analysis of the mechanism of the rigid reinforced layer of tube-in-tube

Haiqing Liu12and Zhongxian Li1

Experimental study on the joint of a new type of composite structure system

Hongwei Ma, Weishan Jiang, Xinghu Zhang, Chun Yang and Qingjun Chen

The mechanism of an innovative WSGG anchor of FRP laminations

Jing Zhuo and Tangning Li

Design of thick pile cap with steel fiber reinforced concrete by space tie-arch analogy and truss analogy *

Qian Gu, Chengfang Sun, Shui Tian and Shaomin Peng

Summary of development and application study on new types of residential building structure systems *

Qianfeng Yao

Composite material application in plate-cone reticulated shell *

Xing Wang and Ting Lang

Mechanical properties of steel fiber reinforced lightweight aggregate concrete

Zhixing Zeng and Yanqiu Sun

Performance analysis of steel mega frame with sloping mega columns *

Lin Chen, Yaochun Zhang, Wenyuan Zhang and Yun Zhou

Influence analysis of rise-to-span ratio and sag ratio on the prestressed spatial truss string structure*

Xiuli Wang and Yongzhou Liu

The dynamic characteristic of the cable-truss supporting system of dot point glaze

Duixian Gao, Junzhi Zhang, Rui Zheng, Yongsheng Tang and Lianhua Wang

Stability bearing capacity analysis of cold-formed thin-walled arch corrugated steel roof*

Xuanneng Gao, Jian Wang and Haoming Zhu

Research of bond mechanical behaviors of steel reinforced structures*

Gentian Zhao, Yonghe Li and Bicheng Dong

Utility of steel fiber in concrete deep caps*

Hailin Lu ,Jiashi Qin and Chengfang Sun

SECTION 5MODERN TECHNIQUE AND METHOD ON STRUCTURAL EXPERIMENT

Experimental study on seismic behavior of connections for concrete-filled steel square tubular columns and steel-concrete composite beams*

Jianguo Nie, Kai Qin and Yan Xiao

Experimental and Numerical Study on Steel Frame with Composite Beams*

Jianguo Nie, Ge Chen and Chuanwei Sun

Experimental study of cable-based retrofit of steel building floors to prevent progressive collapse*

Xiaoxiong Zha, Samuel Tan and Yongzhi Xu

Biaxial compression in carbon fiber-reinforced mortar sensed by electrical resistance measurement*

Bo Wu, Xiaoji Huang and Jinzhong Lu

Environmental simulation test technology of modern concrete structures *

shengxing Wu and Yunfeng Li

Behaviour of concrete-filled square steel tubular columns with stiffeners under concentric compression

Zhong Tao, Zhibin Wang and Linhai Han

ExPeriments on hysteretic behaviors of welded steel beam-column connections in general and welded triangular haunch rehabilitation form*

Mingzhou Su, Qiang Gu, Baoan Xie and Na Lin

Contribution of steel fibers to seismic behavior of prestressed wide-beam frames*

Jianlan Zheng and Yaliang Chen

Experimental study and nonlinear analysis of abnormal exterior joints of reinforced concrete frame*

Guoliang Bai, Jianing Zhu, Hongxing Li and Shuyun Zhang

Experimental study on the bond strengths between steel shape and concrete in SRC structures*

Yong Yang, Jianyang Xue, Hongtie Zhao, Zixiong Guo and Yanhong Wang

An experimental research on the punch-bearing capacity of steel fiber reinforced concrete five-pile caps *

Chengfang Sun, Qian Gu and Shaomin Peng

Shaking table test of a 1/5scaled integrated masonry-in-frame system model

Jianping Gao and Mengcheng Chen

Experimental and analytical study on seismic bebavior of composite porous masonry structures*

Qingxuan Shi, Zhongming Xiong, Sheliang Wang and Hui Zhao

Experimental research and phantom analyses on strengthening compression columns by pre-stressi*

Xiaochun Fan

Experimental study of connections between concrete-filled steel tubes and reinforced concrete beams

Xiaolei Han, Jing Ji, Qingjun Chen and Fan Wang 2100433B

鑫騰明公司是一家專業(yè)進(jìn)口高端品牌代理批發(fā)服務(wù)商,總部位于中國(guó)深圳。

鑫騰明公司的主要產(chǎn)品有IMADA推拉力計(jì)、NAKANISHI中西高速主軸、分板機(jī)主軸、ASKER硬度計(jì)、UNIVERSAL環(huán)球同心度儀、KROEPLIN卡規(guī)、FSK水平儀、SYLVAC千分表、DIATEST小孔量規(guī)、TECLOCK量表、KANON中村扭力扳手、TOHNICHI東日扳手、KANETEC強(qiáng)力高斯計(jì)、磁性座、PEACOCK孔雀千分表、百分表、ROCKLE水平儀。2100433B

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