The multi-storey reinforced concrete frame structure design practical manual: hand count and PKPM(Chinese Edition)
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hardcover. New. Ship out in 2 business day, And Fast shipping, Free Tracking number will be provided after the shipment.HardCover Pub Date: November 2012 Pages: 350 in Publisher: China Water Power Press multi-storey reinforced concrete frame structure design Practical Handbook: hand calculations applications with PKPM based on the existing seismic design specifications (GB 50011-2010) . Design of Concrete Structures (GB 50010-2010). building foundation design specification (GB 50007-2011). written in high-rise building concrete structures technical regulations (JGJ 3-2010) and other national standards and norms. complete hand calculation of the multi-storey reinforced concrete frame structure design process and computing design process. content rich. informative and practical. The main content of the book include hand count instances of frame structure and frame structure electric operator instance. computing examples include PMCAD the TAT. SATWE. JCCAD structure construction drawings framework PK Computer results and hand the result comparative analysis of Part 6. Multi-storey reinforced concrete frame structure design Practical Handbook - the hand counted application with PKPM available for the soil surgery Engineering of Higher Education Professional. College and Vocational and Technical College housing construction engineering students graduating design. also available for self-examination . the reader is referred to the different levels of the network education. correspondence of this (specifically) Division. TVU. Workers' University. college students and engineering structural design personnel. Contents: Preface Chapter 1 frame structure of the hand count instances 1.1 Project Overview 1.2 Design 1.2.1 engineering geological conditions 1.2.2 Meteorological information 1.2.3 1.2.4 seismic intensity material 1.3 1.3.1 Structural layout structure floorplan 1.3 .2 framework of beams and columns sectional dimensions determine the the the 1.4 floor design 1.4.1 the floor load 1.4.2 slab of reinforcement calculated the 1.5 horizontal frame under vertical load calculation diagram and internal forces 1.5.1 horizontal framework under constant loads calculated diagram 1.5.2 horizontal framework 1.5.5 Transverse the calculated diagram 1.5.3 Live Loads horizontal framework under gravity load representative value calculation diagram 1.5.4 horizontal framework of internal forces under constant loads the framework of the internal forces in the live load effect 1.5.6 horizontal framework for calculating internal forces under gravity loads of 1.6 horizontal frame internal forces and displacements under wind loads calculation 1.6.1 horizontal framework under wind loads calculated diagram 1.6 .2 transverse frame transverse frame displacement under wind loads 1.6.3 internal forces under wind loads calculated 1.7 horizontal framework 1.7.1 gravity load representative value 1.7.2 transverse internal force and displacement under horizontal seismic framework of horizontal earthquake and displacement 1.8.3 framework 1.7.3 horizontal framework of internal forces in the horizontal earthquake 1.8 framework beam-column internal force combination 1.8.1 General provisions 1.8.2 Frame Beam combination column internal force combination 1.9 framework of beams and columns 1.9.1 frame beam section design of non-earthquake-sectional design 1.9.2 the frame beams seismic section design 1.9.3 framework column non-earthquake-sectional design 1.9.4 framework COLUMNS sectional design Chapter 2 The framework structure of electricity operator Instance - PMCAD of section 2.1 PMCAD the ready before 2.2 building model input load input 2.2.1 2.2.2 framework for structural analysis of the basic functions and application range 2.1.1 PMCAD basic functions 2.1.2 PMCAD Applications 2.1.3 PMCAD of the general provisions of 2.2.3 the definition of 2.2.5 the definition of a the structure standard layer 2.2.4 defined structure 2 standard layer structure standard layer 3 2.2.6 Definition 2.2.7 1 of the the structure 4 standard layer structure standard layer load input the 2.2.8 structure 2 standard floor load input 2.2.9 first structure standard layer 3 load input 2.2.10 structure 4 standard layer load input 2.2.11 floor load input 2.2.13 floors assembled 2.2.14 2.2.12 design parameters input exit option 2.3 plane load display school nuclear 2.3.1 human-computer interaction input load 2.3.2 floor guide operator loads 2.3.3 beam weight 2.3.4 Vertical Guide Netherlands 2.4 draw the structure plane construction Figure 2.4.1 parameters defined in 2.4.2 floor 2.4.3 precast floor 2.4 The .4 draw the structure floorplan Chapter 3 frame structure Computing instance - TAT of section 3.1 TAT's function. use the scope and requirements of 3.1.1 TAT 3.1.2 TAT's use of the basic functions of the scope of use requirements of 3.1.3 TAT 3.2 then the PM generate a TAT data 3.2.1 Analysis and design parameters additional definitions 3.2.2 special components additional definitions 3.2.3 generate the TAT data files and data checking the 3.2.4 Modify member length coefficient 3.2.5 layers plane Guardian Figure 3.2.6 3.2.7 Structure shaft side load diagram sketch layers 3.2.8 text file viewer 3.3 TAT structural internal force analysis and reinforcement 3.6 calculation results of the analysis of 3.4 PM beam internal forces and reinforcement 3.5 Analysis results display graphics and text. judgment and adjustment 3.6.1 curve modes vibration cycle 3.6.2 3.6.3 3.6.4 horizontal displacement characteristics of seismic forces the 3.6.5 both inside and outside force balance 3.6.6 symmetry 3.6.7 Gradient 3.6.8 reasonableness 3.6.9 the need to pay attention to a few important ratio to count instances - SATWE the section 4.1 SATWE characteristics. basic functions and use characteristics 4.1.1 SATWE 3.6.10 According to the calculation results of the structural adjustment Chapter 4 frame structure electric 4.1.2 SATWE 4.2.4 multi-tower structure additional definitions 4.2.5 generates basic functions 4.1.3 SATWE Scope 4.2 then the PM generated SATWE data 4.2.1 Analysis and design parameters for additional definitions 4.2.2 special components add the definition of 4.2.3 special wind loads defined the SATW positive data files and data check 4.2.6 modify components calculated length coefficient 4.2.7 level wind load query and modify 4.2.8 layers plane sketch 4.2.9 layers of dead load. live load diagram 4.2.10 layers diagram internal force analysis of the 4.3 SATWE structure and reinforcement 4.3.1 layer stiffness ratio calculation 4.3.2 Earthquake 4.3.4 displacement output of the analytical methods 4.3.3 Linear Equations for 4.4 Analysis of the results of graphics and text display 4.4.1 graphical file output the 4.4.2 text file output in Chapter 5 the frame structure Computing instance - construction drawing 5.1 Liangping Law Construction Figure 5.1.1 Beam plane overall reinforcement parameters of the method 5.1.2 5.1.3 5.1.4 painted new set reinforced layer Figure 5.1.5 with Liang Dingyi 5.1.6 check changed reinforced 5.1.7 Deflection Figure 5.1.8 cracks Fig 5.1.9 reinforcement area of ??5.2 pillar method construction Figure 5.2.1 column plane overall 5.2.2 parameters modify. merge and painted new Figure 5.2.3 Input 5.2.5 facade 5.2.4 Ping method to modify the column name changed tendon the 5.2.6 column column table query 5.2.7 paintings 5.2.8 sectional elevational view 5.2.9 5.2.10 bistrimellitic reinforcement area 5.3 structure construction drawings the 5.3.1 framework construction drawings 5.3.2 office design the instance structure construction drawing Computer Chapter 6 frame structure instance - JCCAD of section 6.1 JCCAD basic functions and use restrictions 6.1.1 JCCAD of pressure checking 6.1.2 JCCAD basic functions using the limit 6.2 geological data input and basis of human-computer interaction input 6.2.1 geological data input 6.2.2 basic human-computer interaction input 6.3 foundation construction 6.3.2 the basis of detailed mapping 6.3.1 basal plane construction drawings the framework of Chapter 7 PK Computer results and hand calculations. comparative analysis of the use of the procedure in 7.1.2 PK 7.1 PK calculate the content and scope of use of the program calculation 7.1.1 PK program content 7.2 framework PK Computing framework drawing 7.2. 1 by PMCAD main menu 4 form PK file 7.2.2 PK data interactive input and calculated the 7.2.3 framework drawing 7.3 framework PK Computer hand calculation results of comparative analysis 7.3.1 framework PK Computer calculation diagram and hand count calculation Jane Figure contrast 7.3.2 frame beam internal force computing the results of the hand count results contrast analysis 7.3.3 framework Column Internal Force Computing results and hand calculation results of comparative analysis of Reference Satisfaction guaranteed,or money back.

Daten vom 01.11.2018 18:26h
ISBN (andere Schreibweisen): 7-5170-0271-6, 978-7-5170-0271-0