Analysis and Design of Analog Integrated Circuits, 5th by Paul R. Gray, Paul J. Hurst, Stephen H. Lewis, Robert G.

By Paul R. Gray, Paul J. Hurst, Stephen H. Lewis, Robert G. Meyer

This is often the one finished booklet available in the market for engineers that covers the layout of CMOS and bipolar analog built-in circuits. The 5th variation keeps its completeness and updates the assurance of bipolar and CMOS circuits. a radical research of a brand new low-voltage bipolar operational amplifier has been extra to Chapters 6, 7, nine, and eleven. bankruptcy 12 has been up to date to incorporate an absolutely differential folded cascode operational amplifier instance. With its streamlined and up to date insurance, extra engineers will flip to this source to discover key techniques within the box.

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1 3D view of Structural Model for MRF system 3. Exact Loading Information All the loading information is according to the section 2 except earthquake loads that are related to the story weights. 37 Other Loadings are according to the section 2 of part I. 59 Earthquake Resistance Design MRF System Design 4. Analyzing Information The important analyzing parameters that should be defined in ETABS and other analyzing utilities are: a. Frame Sections: as mentioned in PART I b. Material Properties: set as project needs and Iranian codes c.

Stair Connections Design Stair beams connections to the main beams are flexible and the design procedure is exactly similar to the composite beam connections. 25 = = Kg ⇒ Vmax = 1613Kg 2 2 2 Because the shear is less than the shear of the composite beams, we will use the same connections for stair beams. 37 Earthquake Resistance Design 7. Loading Combinations Loading combinations I used these combinations of loadings for design procedure according to the Iranian steel structures design code. Note that ETABS and other Analyzing and Designing programs such as SAP use a combination of loads that the factor of seismic and static loads are one because these programs use ASCI code and instead of decreasing loads, they increase allowable tensions in members.

2. 3. 3Base plate for column 4 44 Earthquake Resistance Design 9. Section Definition Section Definition After analyzing all the structures and designing the member sections, I tried to classify all the sections and reduce the variety of them. All the sections and their specifications are summarized here. 1. Column Sections I used 14 different sections for columns that all of them are square shaped. 1. 2. 2 shows all the sections are used in this project and their specifications. 3. 3. 12 55 Part II MRF System Design 56 Earthquake Resistance Design MRF System Design 1.

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