embedded serial section immunohistochemistry ihc
Báo cáo khoa học: "Comparison of immunohistochemistry (IHC) and fluorescence in situ hybridization (FISH) assessment for Her-2 status in breast cancer" ppsx
... classified as IHC 0, 17 were classified as IHC 1+, 10 were classified as IHC 2+, and 14 were classified as IHC 3+ Five of the IHC and 1+ cases, seven of the 10 IHC 2+ cases and 13 of the 14 IHC 3+ cases ... protein expression IHC for IHC for Her-2 protein expression Figure (A) Completely negative, IHC0 ; (B) Faint membranous positivity, ICH1+; (C) Moderate membranous positivity, IHC2 +; (D)Strong, ... interpretation of IHC and FISH were each performed by investigators blinded to the results of the other assay IHC analysis IHC study was performed on paraffinem-bedded, formalin-fixed tissue sections...
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Section 16. Basic Sychronous Serial Port (BSSP) pptx
... of the serial port pins = Disables serial port and configures these pins as I/O port pins bit In I2C mode: = Enables the serial port and configures the SDA and SCL pins as the source of the serial ... Basic Synchronous Serial Port (BSSP) module is a serial interface useful for communicating with other peripheral or microcontroller devices These peripheral devices may be Serial EEPROMs, shift ... © 1997 Microchip Technology Inc Section 16 BSSP Register 16-2: bit 3:0 16 SSPCON: Synchronous Serial Port Control Register (Cont’d) SSPM3:SSPM0: Synchronous Serial Port Mode Select bits Legend...
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HC0305 Embedded Bluetooth Serial Communication Module
... super terminal or the other serial tools (baud rate: 38400, data bit:8, stop bit:1, no parity bit, no Flow Control) Step 4: Sent the characters “AT+ROLE=1\r\n” through serial, then receive the characters ... 0x009e8b33 ③．Module work mode: Slave Mode ④．Connection mode: Connect to the Bluetooth device specified ⑤ Serial parameter: Baud rate: 38400 bits/s; Stop bit: bit; Parity bit: None ⑥．Passkey: “1234” ⑦．Device ... AT+PSWD= OK Parameter Param: passkey + PSWD : Default: “1234” AT+ PSWD? OK 13.Set/ Inquire- serial parameter Command Response AT+UART=,< Parameter Param1: baud rate( bits/s) OK Param2>,...
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EMBEDDED LINUX SYSTEM DESIGN AND DEVELOPMENT.pdf
... 4.9.3 Applications for Embedded Linux 122 4.10 Tuning Kernel Memory 124 xii Embedded Linux System Design and Development Embedded Drivers 127 5.1 Linux Serial Driver ... Linux model for embedded storage and write drivers and applications for the same Ⅲ Understand various embedded Linux drivers such as serial, I2C, and so on Ⅲ Port applications to embedded Linux ... are given Chapter 5, Embedded Drivers,” discusses in detail various embedded drivers such as the Serial driver, Ethernet driver, I2C subsystem, and USB gadgets xxv xxvi Embedded Linux System...
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CMP book embedded systems design
... more severe in embedded systems than in desktop systems Embedded systems often have power constraints Embedded systems often must operate under extreme environmental conditions Embedded systems ... between your desktop PC and the typical embedded system Embedded systems are dedicated to specific tasks, whereas PCs are generic computing platforms Embedded systems are supported by a wide ... is the how of software development in an embedded environment I wrote this book to help an embedded software developer understand the issues that make embedded software development different from...
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![SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]](https://media.store123doc.com/images/document/12/pt/qq/small_dY8TJTm9cv.jpg)
SECTION 10: FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED]
... 10-2 SECTION 10 FOUNDATIONS 10.1 SCOPE Provisions of this section shall apply for the design of spread footings, driven piles, ... provisions are contained in this section Foundations shall be proportioned so that the factored resistance is not less than the effects of the factored loads specified in Section 10.5.2 Service Limit ... contributions of both point bearing developed at the pile tip and resistance mobilized along the embedded shaft Combined Footing — A footing that supports more than one column CPT – Cone Penetration...
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Sổ tay kết cấu thép - Section 1
... in thicker sections, as indicated in Table 1.1 A588 is the primary weathering steel for structural work It provides a 50-ksi yield point in plates up to in thick and in all structural sections; ... cross-sectional areas and p1 and p2 are the material prices per unit weight If the members are designed to carry the same load at a stress that is a fixed percentage of the yield point, the cross-sectional ... high-strength steels Beams The optimal section modulus for an elastically designed I-shaped beam results when the area of both flanges equals half the total cross-sectional area of the member Assume...
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Sổ tay kết cấu thép - Section 2
... sections The sections added are always in their cambered position There should always be at least two previously assembled and reamed sections in the layout Although reaming is accomplished sectionally, ... sectionally For example, at least three abutting complete sections (top and bottom chords and connecting web members) are fully assembled in their cambered position and reamed Then complete sections ... minimum length of three abutting sections), the field connection holes are reamed (Section, as used here and in methods and 3, means fabricated member A chord section, or fabricated member, usually...
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Sổ tay kết cấu thép - Section 3
... cross section of a beam At every point in the section, there are both a vertical and a horizontal shear stress, equal in magnitude [Eq (3.37)] 3.30 SECTION THREE TABLE 3.2 Properties of Sections ... moments on a section of the beam 3.36 SECTION THREE w(x) ϭ dV dx (3.76) This equation indicates that the rate of change in shear at any section equals the load per unit length at that section When ... beam • The shear at a section is the algebraic sum of all forces on either side of the section • The bending moment at a section is the algebraic sum of the moments about the section • • • • • •...
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Sổ tay kết cấu thép - Section 4
... one support movable horizontally 4.4 SECTION FOUR I A E ds dx N ϭ ϭ ϭ ϭ ϭ ϭ moment of inertia of arch cross section cross-sectional area of arch at the section modulus of elasticity differential ... trusses, the section modulus (in3) with respect to the top and bottom, respectively, is given by St ϭ Ath Sb ϭ Abh (4.155) where At ϭ cross-sectional area of top chord, in2 Ab ϭ cross-sectional ... forces at the elastic center (4.12) 4.8 SECTION FOUR Mx ϭ Vx ϩ Hy Ϫ M ϩ Pa cos ϩ Pb sin (4.13) For structural steel members, the shearing force on a section usually is assumed to be carried...
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Sổ tay kết cấu thép - Section 5
... 345W steel that will be painted FIGURE 5.12 Fillet weld (a) Theoretical cross section (b) Actual cross section 5.24 SECTION FIVE FIGURE 5.13 Welded lap joint FIGURE 5.14 (a) Tee joint (b) Corner ... Where a section changes size at a splice, the strength of the smaller section may be used in sizing the splice In tension splices, the strength of the member should be calculated for the net section ... continuous weld all around a joint is indicated by a small circle around the intersection of line and arrow: 5.28 SECTION FIVE Such a symbol would be used, for example, to specify a weld joining...
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Sổ tay kết cấu thép - Section 6
... compression flange and twist of the cross section 6.17.1 Compact Shapes The AISC LRFD and ASD specifications define compact sections similarly: Compact sections are sections capable of developing a fully ... 6.16.1 SECTION SIX Local Buckling Local buckling characteristics of the cross section of a member subjected to compression may affect its strength With respect to potential for local buckling, sections ... Mp (6.53) 6.46 SECTION SIX Mn ϭ Mcr Յ Cb Mr (6.54) where Mp ϭ plastic bending moment ϭ Fy Z Յ 1.5My Z ϭ plastic section modulus (computed for complete yielding of the beam cross section) Mr ϭ...
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Sổ tay kết cấu thép - Section 7
... Since the capacity of the full composite section is more than required, a partial composite section may be satisfactory Seven values of the composite section (Fig 7.6) are calculated as follows, ... tension only as the smaller of the capacity of yielding in the gross section, Pn ϭ Fy Ag (7.1) or the capacity at fracture in the net section, Pn ϭ Fu Ae (7.2) The factored load may not exceed either ... wide-flange section of grade 50 steel (Fy ϭ 50 ksi and Fu ϭ 65 ksi), the required minimum gross area, from Eq (7.3), is Ag ϭ Pu / Fy ϭ 2280 / (0.9 ϫ 50) ϭ 50.67 in2 Try a W14 ϫ 176 section with...
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Sổ tay kết cấu thép - Section 8
... 8.2 SECTION EIGHT TABLE 8.1 Equivalent Thicknesses for Cold-Formed Steel Gage designation Design thickness, ... minimize the total length of trench header re- FIGURE 8.2 Cellular steel deck with concrete slab 8.4 SECTION EIGHT FIGURE 8.3 Blended deck, alternating cellular and noncellular panels, in composite ... (a) cells in the longitudinal direction than for (b) cells in the transverse direction 8.5 8.6 SECTION EIGHT or thinner-gage deck can be used The economy of shoring, however, should be investigated,...
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Sổ tay kết cấu thép - Section 9
... connection The reduced beam section cuts away a portion of the beam flange at a short distance from the welded flange connection so that yielding occurs within the reduced flange 9.26 SECTION NINE FIGURE ... factors As a result, dynamic instability is not included in the simplified methods included in this section The fastest-mile wind speed is smaller than the short-duration wind speed due to gusting ... pressure develops on the windward side, outward or reduced inward pressure on the leeward side 9.3 9.4 SECTION NINE FIGURE 9.2 Roof overhang restricts airflow, creates large local forces on the structure...
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Sổ tay kết cấu thép - Section 10
... full, unreduced cross section Symmetric Sections Subject to Torsional or Torsional-Flexural Buckling Singly-Symmetric Sections For singly-symmetric sections, such as C-sections, subject to torsional-flexural ... doubly-symmetric I-sections L2 (10.38) 2ECbdIyc for point-symmetric Z-sections 2L2 (10.39) d ϭ Depth of section L ϭ Unbraced length of the member Iyc ϭ Moment of inertia of the compression portion of a section ... unreinforced webs such as I-sections made of two C-sections connected back-to-back, or similar sections which provide a high degree of restraint against rotation of the web (such as I-sections made by welding...
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Sổ tay kết cấu thép - Section 11
... Tension: Axial, gross section without bolt holes Axial, net section Bending, extreme fiber of rolled shapes, girders, and built-up sections, gross sectionc Compression: Axial, gross section in: Stiffeners ... is the plastic section modulus Z Figure 11.4 shows a noncompact section supplying the required section modulus, with a 3⁄8-in-thick web and 15⁄8-in-thick flanges For a compact section, a 5⁄8-in-thick ... ksi, the section modulus required for LFD is Sϭ Mu 6,895 ϫ 12 ϭ ϭ 1,655 in3 Fy 50 If a noncompact section is chosen, this value of S is the required elastic section modulus For a compact section, ...
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Sổ tay kết cấu thép - Section 12
... the steel section for load DL are determined with the section moduli of the steel section alone (Table 12.1) Stresses for load SDL are computed with section moduli of the composite section when ... the steel section for load DL are determined with the section moduli of the steel section alone (Table 12.7) Stresses for load SDL are computed with section moduli of the composite section when ... calculated with section moduli of the composite section when n ϭ from Table 12.2b (Table 12.3a ) Stresses in the concrete are determined with the section moduli of the composite section with n...
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Sổ tay kết cấu thép - Section 13
... Thus, for an H -section about the weak axis, in terms of the yield stress, Fy, and section modulus, S, FIGURE 13.9 Cross section of H-shaped hanger 13.34 SECTION THIRTEEN TABLE 13.10 Section Properties ... and the slenderness factor K is to be taken as 13.22 SECTION THIRTEEN unity A preliminary design yields the cross section shown in Fig 13.8 The section has the following properties: Ag ϭ gross area ... 1.06 ksi The plastic section modulus is Zg ϭ 2(33.125 ϫ 0.875(54 / ϩ 0.875 / 2) ϩ ϫ ϫ 2.0625 ϫ 54 / ϫ 54 / ϭ 4598 in4 The ratio of the plastic section modulus to the elastic section modulus is...
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