比特幣opennodes
『壹』 Opensees中的Geometric Transformation Command幾何變換的問題
本回答是提問者的一個小號，以便補充方法一和方法二的程序，望有大神解答一定給分：
方法一：
# OpenSees Example 3.1
# OpenSees Primer
#
# Units: kips, in, sec
# ------------------------------
# Start of model generation
# ------------------------------
# Create ModelBuilder (with two-dimensions and 3 DOF/node)
model basic -ndm 2 -ndf 3
# Create nodes
# ------------
# Set parameters for overall model geometry
set width 360
set height 144
# Create nodes
# tag X Y
node 1 0.0 0.0
node 2 $width 0.0
node 3 0.0 $height
node 4 $width $height
# Fix supports at base of columns
# tag DX DY RZ
fix 1 1 1 1
fix 2 1 1 1
# Define materials for nonlinear columns
# ------------------------------------------
# CONCRETE tag f'c ec0 f'cu ecu
# Core concrete (confined)
uniaxialMaterial Concrete01 1 -6.0 -0.004 -5.0 -0.014
# Cover concrete (unconfined)
uniaxialMaterial Concrete01 2 -5.0 -0.002 0.0 -0.006
# STEEL
# Reinforcing steel
set fy 60.0; # Yield stress
set E 30000.0; # Young's molus
# tag fy E0 b
uniaxialMaterial Steel01 3 $fy $E 0.01
# Define cross-section for nonlinear columns
# ------------------------------------------
# set some paramaters
set colWidth 15
set colDepth 24
set cover 1.5
set As 0.60; # area of no. 7 bars
# some variables derived from the parameters
set y1 [expr $colDepth/2.0]
set z1 [expr $colWidth/2.0]
section Fiber 1 {
# Create the concrete core fibers
patch rect 1 10 1 [expr $cover-$y1] [expr $cover-$z1] [expr $y1-$cover] [expr $z1-$cover]
# Create the concrete cover fibers (top, bottom, left, right)
patch rect 2 10 1 [expr -$y1] [expr $z1-$cover] $y1 $z1
patch rect 2 10 1 [expr -$y1] [expr -$z1] $y1 [expr $cover-$z1]
patch rect 2 2 1 [expr -$y1] [expr $cover-$z1] [expr $cover-$y1] [expr $z1-$cover]
patch rect 2 2 1 [expr $y1-$cover] [expr $cover-$z1] $y1 [expr $z1-$cover]
# Create the reinforcing fibers (left, middle, right)
layer straight 3 3 $As [expr $y1-$cover] [expr $z1-$cover] [expr $y1-$cover] [expr $cover-$z1]
layer straight 3 2 $As 0.0 [expr $z1-$cover] 0.0 [expr $cover-$z1]
layer straight 3 3 $As [expr $cover-$y1] [expr $z1-$cover] [expr $cover-$y1] [expr $cover-$z1]
}
# Define column elements
# ----------------------
# Geometry of column elements
# tag
geomTransf Linear 1
# Number of integration points along length of element
set np 5
# Create the coulumns using Beam-column elements
# tag ndI ndJ nsecs secID transfTag
element nonlinearBeamColumn 1 1 3 $np 1 1
element nonlinearBeamColumn 2 2 4 $np 1 1
element nonlinearBeamColumn 3 3 4 $np 1 1
# Define beam elment
# Define gravity loads
# --------------------
# Set a parameter for the axial load
set P 180; # 10% of axial capacity of columns
# Create a Plain load pattern with a Linear TimeSeries
pattern Plain 1 "Linear" {
eleLoad -ele 3 -type -beamUniform 180
}
# ------------------------------
# End of model generation
# ------------------------------
# ------------------------------
# Start of analysis generation
# ------------------------------
# Create the system of equation, a sparse solver with partial pivoting
system BandGeneral
# Create the constraint handler, the transformation method
constraints Transformation
# Create the DOF numberer, the reverse Cuthill-McKee algorithm
numberer RCM
# Create the convergence test, the norm of the resial with a tolerance of
# 1e-12 and a max number of iterations of 10
test NormDispIncr 1.0e-12 10 3
# Create the solution algorithm, a Newton-Raphson algorithm
algorithm Newton
# Create the integration scheme, the LoadControl scheme using steps of 0.1
integrator LoadControl 0.1
# Create the analysis object
analysis Static
# initialize in case we need to do an initial stiffness iteration
initialize
# ------------------------------
# End of analysis generation
# ------------------------------
# ------------------------------
# Start of recorder generation
# ------------------------------
# Create a recorder to monitor nodal displacements
recorder Node -file nodeGravity.out -time -node 3 4 -dof 1 2 3 disp
# --------------------------------
# End of recorder generation
# ---------------------------------
# ------------------------------
# Finally perform the analysis
# ------------------------------
# perform the gravity load analysis, requires 10 steps to reach the load level
analyze 10
# Print out the state of nodes 3 and 4
print node 3 4
# Print out the state of element 1
print ele 1 2 3
方法二：
# OpenSees Example 3.1
# OpenSees Primer
#
# Units: kips, in, sec
# ------------------------------
# Start of model generation
# ------------------------------
# Create ModelBuilder (with two-dimensions and 3 DOF/node)
model basic -ndm 2 -ndf 3
# Create nodes
# ------------
# Set parameters for overall model geometry
set width 360
set height 144
# Create nodes
# tag X Y
node 1 0.0 0.0
node 2 $width 0.0
node 3 0.0 $height
node 4 $width $height
# Fix supports at base of columns
# tag DX DY RZ
fix 1 1 1 1
fix 2 1 1 1
# Define materials for nonlinear columns
# ------------------------------------------
# CONCRETE tag f'c ec0 f'cu ecu
# Core concrete (confined)
uniaxialMaterial Concrete01 1 -6.0 -0.004 -5.0 -0.014
# Cover concrete (unconfined)
uniaxialMaterial Concrete01 2 -5.0 -0.002 0.0 -0.006
# STEEL
# Reinforcing steel
set fy 60.0; # Yield stress
set E 30000.0; # Young's molus
# tag fy E0 b
uniaxialMaterial Steel01 3 $fy $E 0.01
# Define cross-section for nonlinear columns
# ------------------------------------------
# set some paramaters
set colWidth 15
set colDepth 24
set cover 1.5
set As 0.60; # area of no. 7 bars
# some variables derived from the parameters
set y1 [expr $colDepth/2.0]
set z1 [expr $colWidth/2.0]
section Fiber 1 {
# Create the concrete core fibers
patch rect 1 10 1 [expr $cover-$y1] [expr $cover-$z1] [expr $y1-$cover] [expr $z1-$cover]
# Create the concrete cover fibers (top, bottom, left, right)
patch rect 2 10 1 [expr -$y1] [expr $z1-$cover] $y1 $z1
patch rect 2 10 1 [expr -$y1] [expr -$z1] $y1 [expr $cover-$z1]
patch rect 2 2 1 [expr -$y1] [expr $cover-$z1] [expr $cover-$y1] [expr $z1-$cover]
patch rect 2 2 1 [expr $y1-$cover] [expr $cover-$z1] $y1 [expr $z1-$cover]
# Create the reinforcing fibers (left, middle, right)
layer straight 3 3 $As [expr $y1-$cover] [expr $z1-$cover] [expr $y1-$cover] [expr $cover-$z1]
layer straight 3 2 $As 0.0 [expr $z1-$cover] 0.0 [expr $cover-$z1]
layer straight 3 3 $As [expr $cover-$y1] [expr $z1-$cover] [expr $cover-$y1] [expr $cover-$z1]
}
section Fiber 2 {
# Create the beam concrete core fibers
patch rect 1 1 10 [expr $cover-$z1] [expr $cover-$y1] [expr $z1-$cover] [expr $y1-$cover]
# Create the concrete cover fibers (top, bottom, left, right)
patch rect 2 1 10 [expr $z1-$cover] [expr -$y1] $z1 $y1
patch rect 2 1 10 [expr -$z1] [expr -$y1] [expr $cover-$z1] $y1
patch rect 2 1 2 [expr $cover-$z1] [expr -$y1] [expr $z1-$cover] [expr $cover-$y1]
patch rect 2 1 2 [expr $cover-$z1] [expr $y1-$cover] [expr $z1-$cover] $y1
# Create the reinforcing fibers (left, middle, right)
layer straight 3 3 $As [expr $z1-$cover] [expr $y1-$cover] [expr $cover-$z1] [expr $y1-$cover]
layer straight 3 2 $As [expr $z1-$cover] 0.0 [expr $cover-$z1] 0.0
layer straight 3 3 $As [expr $z1-$cover] [expr $cover-$y1] [expr $cover-$z1] [expr $cover-$y1]
}
# Define column elements
# ----------------------
# Geometry of column elements
# tag
geomTransf Linear 1
# Number of integration points along length of element
set np 5
# Create the coulumns using Beam-column elements
# tag ndI ndJ nsecs secID transfTag
element nonlinearBeamColumn 1 1 3 $np 1 1
element nonlinearBeamColumn 2 2 4 $np 1 1
element nonlinearBeamColumn 3 3 4 $np 2 1
# Define beam elment
# Define gravity loads
# --------------------
# Set a parameter for the axial load
set P 180; # 10% of axial capacity of columns
# Create a Plain load pattern with a Linear TimeSeries
pattern Plain 1 "Linear" {
eleLoad -ele 3 -type -beamUniform 180
}
# ------------------------------
# End of model generation
# ------------------------------
# ------------------------------
# Start of analysis generation
# ------------------------------
# Create the system of equation, a sparse solver with partial pivoting
system BandGeneral
# Create the constraint handler, the transformation method
constraints Transformation
# Create the DOF numberer, the reverse Cuthill-McKee algorithm
numberer RCM
# Create the convergence test, the norm of the resial with a tolerance of
# 1e-12 and a max number of iterations of 10
test NormDispIncr 1.0e-12 10 3
# Create the solution algorithm, a Newton-Raphson algorithm
algorithm Newton
# Create the integration scheme, the LoadControl scheme using steps of 0.1
integrator LoadControl 0.1
# Create the analysis object
analysis Static
# initialize in case we need to do an initial stiffness iteration
initialize
# ------------------------------
# End of analysis generation
# ------------------------------
# ------------------------------
# Start of recorder generation
# ------------------------------
# Create a recorder to monitor nodal displacements
recorder Node -file nodeGravity.out -time -node 3 4 -dof 1 2 3 disp
# --------------------------------
# End of recorder generation
# ---------------------------------
# ------------------------------
# Finally perform the analysis
# ------------------------------
# perform the gravity load analysis, requires 10 steps to reach the load level
analyze 10
# Print out the state of nodes 3 and 4
print node 3 4
# Print out the state of element 1
print ele 1 2 3
分叉有區別為普通的升級，普通的升級在升級前後是沒有影響協議共識的，也一般不需要社區共識或算力共識的參與。而分叉根據對協議的修改情況分為軟分叉和硬分叉。
現有的定義：
【閃電定義】硬分叉是指比特幣區塊格式或交易格式(這就是廣泛流傳的「共識」(應該是部分協議共識))發生改變時，未升級的節點拒絕驗證已經升級的節點生產出的區塊，不過已經升級的節點可以驗證未升級節點生產出的區塊，然後大家各自延續自己認為正確的鏈，所以分成兩條鏈。
A permanent divergence in the the block chain, commonly occurs when non-upgraded nodes can』t validate blocks created by upgraded nodes that follow newer consensus rules.
【閃電定義】軟分叉是指比特幣交易的數據結構(這就是被廣泛流傳的「共識」(應該是部分協議共識))發生改變時，未升級的節點可以驗證已經升級的節點生產出的區塊，而且已經升級的節點也可以驗證未升級的節點生產出的區塊。
A temporary fork in the block chain which commonly occurs when miners using non-upgraded nodes violate a new consensus rule their nodes don』t know about.
我覺得不能說哪個定義正確還是錯誤，具體的定義可以根據已經較大社區共識的兩者的區別來自己總結，不需要權威來指定。
硬分叉：沒有向前兼容性，之前的版本將不可再用，需要強制升級。
軟分叉：有較好的兼容性，之前版本至少部分功能可用，可不升級。
硬分叉：在區塊鏈層面會有分叉的兩條鏈，一條原舊鏈，一條分叉新鏈。
軟分叉：在區塊鏈層面沒有分叉的鏈，只是組成鏈的區塊，有新區塊和舊區塊。
硬分叉：需要在某個時間點全部同意分叉升級，不同意的將會進入原舊鏈。
軟分叉：相當長的時間里，可允許不進行升級，繼續使用原版本生成舊區塊，與新區塊並存
『叄』 在json對象中如何使用freemarker 以下這樣寫是錯的。我想循環讀取nodes的name。求救.
i為什麼要這么做呢？？你想要實現什麼？
你知道前台怎麼解析json嗎？？前台解析：如果json是數組對象，可以遍歷，如果是不那麼就得通過xx.name的形式得到值，所以你說的這個實現不了！第二點：建議你好好看看json的格式。
『肆』 CANopen協議是什麼意思
CANopen是流行於歐洲的一個國際標准協議，由CiA(CAN in Automation)組織維護和推廣，最初的CANopen應用於工業自動化行業，但隨著技術的發展，現在CANopen已經廣泛的應用於農業，工業，醫療，航海等不同的領域，同時一些有名的工業乙太網，也是基於CANopen來發展，比如EtherCAT, PowerLink等。就像profibus是在RS485基礎上開發的應用層協議一樣，簡單點來說，CANopen是基於CAN匯流排的應用層協議，是對CAN匯流排通信的一種統一規范，適合於運動控制和其他自動化領域。如果你想要對CANopen有更深入全面的了解的話，我覺得你可以去參加虹科電子舉辦的CANopen培訓班，好像他們有好幾種班的，其中也有國際CANopen組織主席的課程，我聽過他們的開發課程，很不錯，學到挺多東西的。
『伍』 openstreetmap怎麼導入oracle
OpenStreetMap 2017年1月 全球數據導入Benchmark
配置：
Motherboard: ASUS Z-170AR
CPU: Intel Core i7 6700K @ 4GHZ
RAM: DDR4 64GB
SSD: SAMSUM 850 1TB
環境：
windows 7 x64 Host + Oracle VirtualBox (48GiB Virtual Memory) Archlinx
導入鏡像情況：
[archosm@archosm planetosm]$ osm2pgsql -c -s -S"/home/archosm/osmstyle/openstreetmap-carto/openstreetmap-carto.style" -C32000 -dgis --drop --flat-nodes "./flat_node" ./planet-170109.osm.pbf
Setting up table: planet_osm_roads
Allocating memory for dense node cache
Allocating dense node cache in one big chunk
Allocating memory for sparse node cache
Sharing dense sparse
Node-cache: cache=32000MB, maxblocks=512000*65536, allocation method=11
Mid: loading persistent node cache from ./flat_node
Allocated space for persistent node cache file
Maximum node in persistent node cache: 0
Mid: pgsql, scale=100 cache=32000
Setting up table: planet_osm_nodes
Setting up table: planet_osm_ways
Setting up table: planet_osm_rels
Reading in file: ./planet-170109.osm.pbf
Using PBF parser.
Processing: Node(3680419k 3687.8k/s) Way(386325k 133.22k/s) Relation(4178380 760.40/s)
Standard exception processing relation id=6244046: TopologyException: side location conflict at -8427146.1899999995 5064220.8799999999
Processing: Node(3680419k 3687.8k/s) Way(386325k 133.22k/s) Relation(4418610 771.94/s)
Standard exception processing relation id=6540291: TopologyException: side location conflict at -85245.029999999999 6666499.7699999996
Processing: Node(3680419k 3687.8k/s) Way(386325k 133.22k/s) Relation(4602380 780.20/s)
Standard exception processing relation id=6752256: TopologyException: side location conflict at 538047.93000000005 5671707.1900000004
Processing: Node(3680419k 3687.8k/s) Way(386325k 133.22k/s) Relation(4697380 785.25/s) parse time: 9880s
Node stats: total(3680419136), max(4597265847) in 998s
Way stats: total(386325131), max(464638647) in 2900s
Relation stats: total(4698016), max(6861619) in 5982s
Maximum node in persistent node cache: 4598005759
Committing transaction for planet_osm_point
Committing transaction for planet_osm_line
Committing transaction for planet_osm_polygon
Committing transaction for planet_osm_roads
Mid: loading persistent node cache from ./flat_node
Maximum node in persistent node cache: 4598005759
Setting up table: planet_osm_nodes
Setting up table: planet_osm_ways
Setting up table: planet_osm_rels
Using built-in tag processing pipeline
Mid: loading persistent node cache from ./flat_node
Maximum node in persistent node cache: 4598005759
Setting up table: planet_osm_nodes
Setting up table: planet_osm_ways
Setting up table: planet_osm_rels
Using built-in tag processing pipeline
Mid: loading persistent node cache from ./flat_node
Maximum node in persistent node cache: 4598005759
Setting up table: planet_osm_nodes
Setting up table: planet_osm_ways
Setting up table: planet_osm_rels
Using built-in tag processing pipeline
Mid: loading persistent node cache from ./flat_node
Maximum node in persistent node cache: 4598005759
Setting up table: planet_osm_nodes
Setting up table: planet_osm_ways
Setting up table: planet_osm_rels
Using built-in tag processing pipeline
Going over pending ways...
264334285 ways are pending
Using 4 helper-processes
Finished processing 264334285 ways in 19052 s
264334285 Pending ways took 19052s at a rate of 13874.36/s
Committing transaction for planet_osm_point
Committing transaction for planet_osm_line
Committing transaction for planet_osm_polygon
Committing transaction for planet_osm_roads
Committing transaction for planet_osm_point
Committing transaction for planet_osm_line
Committing transaction for planet_osm_polygon
Committing transaction for planet_osm_roads
Committing transaction for planet_osm_point
Committing transaction for planet_osm_line
Committing transaction for planet_osm_polygon
Committing transaction for planet_osm_roads
Committing transaction for planet_osm_point
Committing transaction for planet_osm_line
Committing transaction for planet_osm_polygon
Committing transaction for planet_osm_roads
Going over pending relations...
0 relations are pending
[detached from 1186.import]
[archosm@archosm ~]$ exitations in 0 s
logout
Connection to 192.168.1.10 closed.osm_point
WARNING: there is no transaction in progress
gougoumimi@gougoumimi-PC MINGW64 ~osm_line
$ qtcreator &
[1] 1964ng transaction for planet_osm_polygon
WARNING: there is no transaction in progress
gougoumimi@gougoumimi-PC MINGW64 ~osm_roads
$ ssh [email protected]
[email protected]'s password: _osm_point
Last login: Mon Jan 16 17:31:37 2017 from 10.0.2.2
[archosm@archosm ~]$ screen -r import_line
WARNING: there is no transaction in progress
Committing transaction for planet_osm_polygon
WARNING: there is no transaction in progress
Committing transaction for planet_osm_roads
WARNING: there is no transaction in progress
Committing transaction for planet_osm_point
WARNING: there is no transaction in progress
Committing transaction for planet_osm_line
WARNING: there is no transaction in progress
Committing transaction for planet_osm_polygon
WARNING: there is no transaction in progress
Committing transaction for planet_osm_roads
WARNING: there is no transaction in progress
Committing transaction for planet_osm_point
WARNING: there is no transaction in progress
Committing transaction for planet_osm_line
WARNING: there is no transaction in progress
Committing transaction for planet_osm_polygon
WARNING: there is no transaction in progress
Committing transaction for planet_osm_roads
WARNING: there is no transaction in progress
Sorting data and creating indexes for planet_osm_point
Stopping table: planet_osm_nodes
Stopping table: planet_osm_ways
Stopping table: planet_osm_rels
Sorting data and creating indexes for planet_osm_line
Sorting data and creating indexes for planet_osm_roads
Sorting data and creating indexes for planet_osm_polygon
Stopped table: planet_osm_nodes in 0s
Stopped table: planet_osm_rels in 0s
Stopped table: planet_osm_ways in 0s
Copying planet_osm_roads to cluster by geometry finished
Creating geometry index on planet_osm_roads
Creating indexes on planet_osm_roads finished
All indexes on planet_osm_roads created in 1275s
Completed planet_osm_roads
Copying planet_osm_point to cluster by geometry finished
Creating geometry index on planet_osm_point
Creating indexes on planet_osm_point finished
All indexes on planet_osm_point created in 3349s
Completed planet_osm_point
Copying planet_osm_line to cluster by geometry finished
Creating geometry index on planet_osm_line
Creating indexes on planet_osm_line finished
All indexes on planet_osm_line created in 8424s
Completed planet_osm_line
Copying planet_osm_polygon to cluster by geometry finished
Creating geometry index on planet_osm_polygon
Using 4 helper-processes
Finished processing 0 relations in 0 s
Committing transaction for planet_osm_point
WARNING: there is no transaction in progress
Committing transaction for planet_osm_line
WARNING: there is no transaction in progress
Committing transaction for planet_osm_polygon
WARNING: there is no transaction in progress
Committing transaction for planet_osm_roads
WARNING: there is no transaction in progress
Committing transaction for planet_osm_point
WARNING: there is no transaction in progress
Committing transaction for planet_osm_line
WARNING: there is no transaction in progress
Committing transaction for planet_osm_polygon
WARNING: there is no transaction in progress
Committing transaction for planet_osm_roads
WARNING: there is no transaction in progress
Committing transaction for planet_osm_point
WARNING: there is no transaction in progress
Committing transaction for planet_osm_line
WARNING: there is no transaction in progress
Committing transaction for planet_osm_polygon
WARNING: there is no transaction in progress
Committing transaction for planet_osm_roads
WARNING: there is no transaction in progress
Committing transaction for planet_osm_point
WARNING: there is no transaction in progress
Committing transaction for planet_osm_line
WARNING: there is no transaction in progress
Committing transaction for planet_osm_polygon
WARNING: there is no transaction in progress
Committing transaction for planet_osm_roads
WARNING: there is no transaction in progress
Sorting data and creating indexes for planet_osm_point
Stopping table: planet_osm_nodes
Stopping table: planet_osm_ways
Stopping table: planet_osm_rels
Sorting data and creating indexes for planet_osm_line
Sorting data and creating indexes for planet_osm_roads
Sorting data and creating indexes for planet_osm_polygon
Stopped table: planet_osm_nodes in 0s
Stopped table: planet_osm_rels in 0s
Stopped table: planet_osm_ways in 0s
Copying planet_osm_roads to cluster by geometry finished
Creating geometry index on planet_osm_roads
Creating indexes on planet_osm_roads finished
All indexes on planet_osm_roads created in 1275s
Completed planet_osm_roads
Copying planet_osm_point to cluster by geometry finished
Creating geometry index on planet_osm_point
Creating indexes on planet_osm_point finished
All indexes on planet_osm_point created in 3349s
Completed planet_osm_point
Copying planet_osm_line to cluster by geometry finished
Creating geometry index on planet_osm_line
Creating indexes on planet_osm_line finished
All indexes on planet_osm_line created in 8424s
Completed planet_osm_line
Copying planet_osm_polygon to cluster by geometry finished
Creating geometry index on planet_osm_polygon
Creating indexes on planet_osm_polygon finished
All indexes on planet_osm_polygon created in 13787s
Completed planet_osm_polygon
Maximum node in persistent node cache: 4598005759