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GUI_plots.py
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GUI_plots.py
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import time
import pickle
import PBD_p3d as pbd
from PyQt5.QtWidgets import *
from PyQt5.QtCore import Qt
from matplotlib.backends.backend_qt5agg import NavigationToolbar2QT, FigureCanvasQTAgg
from matplotlib.figure import Figure
#%% Matplotlib Canvas
class MplCanvas(FigureCanvasQTAgg):
def __init__(self, parent=None, width=5, height=4, dpi=100):
self.fig = Figure(figsize=(width, height), tight_layout=True, dpi=dpi)
self.axes = self.fig.add_subplot(111)
FigureCanvasQTAgg.__init__(self, self.fig)
FigureCanvasQTAgg.setMinimumSize(self, self.size())
# super(ShowResult, self).__init__(self.fig)
# def load_time_count(self, time_start):
# time_end = time.time()
# time_run = (time_end-float(time_start))/60
# # 완료 메세지 print
# msg = 'Completed!' + ' (total time = %0.3f min)' %(time_run)
# msg_colored = '<span style=\" color: #0000ff;\">%s</span>' % msg
# self.status_browser.append(msg_colored)
# 실패할 경우, 그냥 msg_fn 이용해서 오류 메세지 내보내기
# (단, 여기서 오류가 발생하는 경우, loadworker에서 데이터 처리하는 과정에서의 오류밖에 캐치 안됨)
# self.worker.msg.connect(self.msg_fn)
#%% Tab3 - Show Plots on Display
def plot_display(self, result_dict_and_time):
# Time Start 데이터
time_start = result_dict_and_time[1]
# Pickle 데이터
result_dict = result_dict_and_time[0]
# 변수 정리
# bldg_name = self.bldg_name_editbox.text()
# story_gap = self.story_gap
# max_shear = self.max_shear
get_base_SF = self.base_SF_checkbox.isChecked()
get_story_SF = self.story_SF_checkbox.isChecked()
get_IDR = self.IDR_checkbox.isChecked()
get_BR = self.BR_checkbox.isChecked()
get_BSF = self.BSF_checkbox.isChecked()
get_E_BSF = self.E_BSF_checkbox.isChecked()
get_CR = self.CR_checkbox.isChecked()
get_CSF = self.CSF_checkbox.isChecked()
get_E_CSF = self.E_CSF_checkbox.isChecked()
get_WAS = self.WAS_checkbox.isChecked()
get_WR = self.WR_checkbox.isChecked()
get_WSF = self.WSF_checkbox.isChecked()
story_gap = self.win_print.story_gap_editbox.text()
max_shear = self.win_print.max_shear_editbox.text()
story_gap = int(story_gap)
max_shear = int(max_shear)
# 아무것도 check 안되어있는 경우 break
# if (base_SF == False) & (story_SF == False) & (IDR == False) & (BR == False)\
# & (E_BSF == False) & (E_CSF == False) & (WAS == False) & (WR == False)\
# & (WSF == False) & (WSF_each == False):
# self.status_browser.append('Nothing Checked')
# return
# 기타 변수들 (향 후, UI에서 조작할 수 있게끔)
cri_DE=0.015 # IDR
cri_MCE=0.02 # IDR
max_criteria=0.04 # WAS
min_criteria=-0.002 # WAS
DCR_criteria=1
xlim = 2 # BR
WAS_gage_group='AS' # WAS
WSF_graph = True # WSF
# matplotlib unit
fig_scale = 3/4 # 그래프 크기, 축, 글씨 등 scale up/down. (scale과 반비례함)
mm = 1/2.54/10
cm = mm * 10
# QScrollAreadp container QWidget 생성
self.plot_display_area.setWidgetResizable(True)
container = QWidget()
self.plot_display_area.setWidget(container)
# grid layout
layout = QGridLayout(container)
# Add empty, stretchable rows/columns to fit Widget into the Canvas
# layout.setRowStretch(layout.rowCount(), 1)
# layout.setColumnStretch(layout.columnCount(), 1)
row_count = 0
#%% Base Shear Force 그래프
if get_base_SF == True:
# base_SF 결과값 가져오기
base_SF_result = result_dict['base_SF']
# 결과값 classify & assign
base_shear_H1 = base_SF_result[0]
base_shear_H2 = base_SF_result[1]
DE_load_name_list = base_SF_result[2]
MCE_load_name_list = base_SF_result[3]
# base_SF 그래프 그리기
# DE Plot
if len(DE_load_name_list) != 0:
# H1_DE
sc1 = MplCanvas(self, width=7*fig_scale, height=6.5*fig_scale)
# MplCanvas에 그래프 그리기
sc1.axes.bar(range(len(DE_load_name_list)), base_shear_H1.iloc[0, 0:len(DE_load_name_list)]\
, color='darkblue', edgecolor='k', label = 'Max. Base Shear')
sc1.axes.axhline(y= base_shear_H1.iloc[0, 0:len(DE_load_name_list)].mean(), color='r', linestyle='-', label='Average')
sc1.axes.set_ylim(0, max_shear)
sc1.axes.set_xticks(range(14), range(1,15))
sc1.axes.set_xlabel('Ground Motion No.')
sc1.axes.set_ylabel('Base Shear(kN)')
sc1.axes.legend(loc = 2)
# toolbar 생성
toolbar1 = NavigationToolbar2QT(sc1, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar1, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (X direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc1, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# H2_DE
sc2 = MplCanvas(self, width=7*fig_scale, height=6.5*fig_scale)
sc2.axes.bar(range(len(DE_load_name_list)), base_shear_H2.iloc[0, 0:len(DE_load_name_list)]\
, color='darkblue', edgecolor='k', label = 'Max. Base Shear')
sc2.axes.axhline(y= base_shear_H2.iloc[0, 0:len(DE_load_name_list)].mean(), color='r', linestyle='-', label='Average')
sc2.axes.set_ylim(0, max_shear)
sc2.axes.set_xticks(range(14), range(1,15))
sc2.axes.set_xlabel('Ground Motion No.')
sc2.axes.set_ylabel('Base Shear(kN)')
sc2.axes.legend(loc = 2)
toolbar2 = NavigationToolbar2QT(sc2, self)
layout.addWidget(toolbar2, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (Y direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc2, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# MCE Plot
if len(MCE_load_name_list) != 0:
# H1_MCE
sc3 = MplCanvas(self, width=7*fig_scale, height=6.5*fig_scale)
sc3.axes.bar(range(len(MCE_load_name_list)), base_shear_H1\
.iloc[0, len(DE_load_name_list):len(DE_load_name_list)+len(MCE_load_name_list)]\
, color='darkblue', edgecolor='k', label = 'Max. Base Shear')
sc3.axes.axhline(y= base_shear_H1.iloc[0, len(DE_load_name_list):len(DE_load_name_list)+len(MCE_load_name_list)]\
.mean(), color='r', linestyle='-', label='Average')
sc3.axes.set_ylim(0, max_shear)
sc3.axes.set_xticks(range(14), range(1,15))
sc3.axes.set_xlabel('Ground Motion No.')
sc3.axes.set_ylabel('Base Shear(kN)')
sc3.axes.legend(loc = 2)
toolbar3 = NavigationToolbar2QT(sc3, self)
layout.addWidget(toolbar3, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (X direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc3, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# H2_MCE
sc4 = MplCanvas(self, width=7*fig_scale, height=6.5*fig_scale)
sc4.axes.bar(range(len(MCE_load_name_list)), base_shear_H2\
.iloc[0, len(DE_load_name_list):len(DE_load_name_list)+len(MCE_load_name_list)]\
, color='darkblue', edgecolor='k', label = 'Max. Base Shear')
sc4.axes.axhline(y= base_shear_H2.iloc[0, len(DE_load_name_list):len(DE_load_name_list)+len(MCE_load_name_list)]\
.mean(), color='r', linestyle='-', label='Average')
sc4.axes.set_ylim(0, max_shear)
sc4.axes.set_xticks(range(14), range(1,15))
sc4.axes.set_xlabel('Ground Motion No.')
sc4.axes.set_ylabel('Base Shear(kN)')
sc4.axes.legend(loc = 2)
toolbar4 = NavigationToolbar2QT(sc4, self)
layout.addWidget(toolbar4, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (Y direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc4, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
#%% Story Shear Force 그래프
if get_story_SF == True:
# story_SF 결과값 가져오기
story_SF_result = result_dict['story_SF']
# 결과값 classify & assign
shear_force_H1_max = story_SF_result[0]
shear_force_H2_max = story_SF_result[1]
DE_load_name_list = story_SF_result[2]
MCE_load_name_list = story_SF_result[3]
# base_SF 그래프 그리기
# DE Plot
if len(DE_load_name_list) != 0:
# H1_DE
# MplCanvas 생성
sc5 = MplCanvas(self, width=6, height=5)
# MplCanvas에 그래프 그리기
# 지진파별 plot
for i in range(len(DE_load_name_list)):
sc5.axes.plot(shear_force_H1_max.iloc[:,i], range(shear_force_H1_max.shape[0]), label=DE_load_name_list[i], linewidth=0.7)
# 평균 plot
sc5.axes.plot(shear_force_H1_max.iloc[:,0:len(DE_load_name_list)]\
.mean(axis=1), range(shear_force_H1_max.shape[0]), color='k', label='Average', linewidth=2)
sc5.axes.set_xlim(0, max_shear)
sc5.axes.set_yticks(range(shear_force_H1_max.shape[0])[::story_gap], shear_force_H1_max.index[::story_gap], fontsize=8.5)
# 기타
sc5.axes.grid(linestyle='-.')
sc5.axes.set_xlabel('Story Shear(kN)')
sc5.axes.set_ylabel('Story')
sc5.axes.legend(loc=1, fontsize=8)
# toolbar 생성
toolbar5 = NavigationToolbar2QT(sc5, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar5, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (X direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc5, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# H2_DE
sc6 = MplCanvas(self, width=6, height=5)
for i in range(len(DE_load_name_list)):
sc6.axes.plot(shear_force_H2_max.iloc[:,i], range(shear_force_H2_max.shape[0]), label=DE_load_name_list[i], linewidth=0.7)
sc6.axes.plot(shear_force_H2_max.iloc[:,0:len(DE_load_name_list)]\
.mean(axis=1), range(shear_force_H2_max.shape[0]), color='k', label='Average', linewidth=2)
sc6.axes.set_xlim(0, max_shear)
sc6.axes.set_yticks(range(shear_force_H2_max.shape[0])[::story_gap], shear_force_H2_max.index[::story_gap], fontsize=8.5)
sc6.axes.grid(linestyle='-.')
sc6.axes.set_xlabel('Story Shear(kN)')
sc6.axes.set_ylabel('Story')
sc6.axes.legend(loc=1, fontsize=8)
toolbar6 = NavigationToolbar2QT(sc6, self)
layout.addWidget(toolbar6, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (Y direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc6, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# MCE Plot
if len(MCE_load_name_list) != 0:
# H1_MCE
sc7 = MplCanvas(self, width=6, height=5)
for i in range(len(MCE_load_name_list)):
sc7.axes.plot(shear_force_H1_max.iloc[:,i+len(DE_load_name_list)], range(shear_force_H1_max.shape[0]), label=MCE_load_name_list[i], linewidth=0.7)
sc7.axes.plot(shear_force_H1_max.iloc[:,len(DE_load_name_list)\
:len(DE_load_name_list)+len(MCE_load_name_list)]\
.mean(axis=1), range(shear_force_H1_max.shape[0]), color='k', label='Average', linewidth=2)
sc7.axes.set_xlim(0, max_shear)
sc7.axes.set_yticks(range(shear_force_H1_max.shape[0])[::story_gap], shear_force_H1_max.index[::story_gap], fontsize=8.5)
sc7.axes.grid(linestyle='-.')
sc7.axes.set_xlabel('Story Shear(kN)')
sc7.axes.set_ylabel('Story')
sc7.axes.legend(loc=1, fontsize=8)
toolbar7 = NavigationToolbar2QT(sc7, self)
layout.addWidget(toolbar7, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (X direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc7, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# H2_MCE
sc8 = MplCanvas(self, width=6, height=5)
for i in range(len(MCE_load_name_list)):
sc8.axes.plot(shear_force_H2_max.iloc[:,i+len(DE_load_name_list)], range(shear_force_H2_max.shape[0]), label=MCE_load_name_list[i], linewidth=0.7)
sc8.axes.plot(shear_force_H2_max.iloc[:,len(DE_load_name_list)\
:len(DE_load_name_list)+len(MCE_load_name_list)]\
.mean(axis=1), range(shear_force_H2_max.shape[0]), color='k', label='Average', linewidth=2)
sc8.axes.set_xlim(0, max_shear)
sc8.axes.set_yticks(range(shear_force_H2_max.shape[0])[::story_gap], shear_force_H2_max.index[::story_gap], fontsize=8.5)
sc8.axes.grid(linestyle='-.')
sc8.axes.set_xlabel('Story Shear(kN)')
sc8.axes.set_ylabel('Story')
sc8.axes.legend(loc=1, fontsize=8)
toolbar8 = NavigationToolbar2QT(sc8, self)
layout.addWidget(toolbar8, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (Y direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc8, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
#%% Inter-Story Drift 그래프
if get_IDR == True:
# IDR 결과값 가져오기
IDR_result = result_dict['IDR']
# 결과값 classify & assign
IDR_result_each = IDR_result[0]
IDR_result_avg = IDR_result[1]
DE_load_name_list = IDR_result[2]
MCE_load_name_list = IDR_result[3]
story_name_window_reordered = IDR_result[4]
# IDR 그래프 그리기
count_x = 0
count_y = 2
count_avg = 0
# DE Plot
if len(DE_load_name_list) != 0:
# H1_DE
# MplCanvas 생성
sc9 = MplCanvas(self, width=5, height=7)
# MplCanvas에 그래프 그리기
# 지진파별 plot
for load_name in DE_load_name_list:
sc9.axes.plot(IDR_result_each[count_x].iloc[:,-1], IDR_result_each[count_x].iloc[:,0]
, label='{}'.format(load_name), linewidth=0.7)
sc9.axes.plot(IDR_result_each[count_x+1].iloc[:,-1], IDR_result_each[count_x].iloc[:,0]
, linewidth=0.7)
count_x += 4
# 평균 plot
sc9.axes.plot(IDR_result_avg[count_avg].iloc[:,0], story_name_window_reordered, color='k', label='Average', linewidth=2)
sc9.axes.plot(IDR_result_avg[count_avg].iloc[:,1], story_name_window_reordered, color='k', linewidth=2)
# reference line 그려서 허용치 나타내기
sc9.axes.axvline(x=-cri_DE, color='r', linestyle='--', label='LS')
sc9.axes.axvline(x=cri_DE, color='r', linestyle='--')
sc9.axes.set_xlim(-0.025, 0.025)
sc9.axes.set_yticks(story_name_window_reordered[::story_gap], story_name_window_reordered[::story_gap])
# 기타
sc9.axes.grid(linestyle='-.')
sc9.axes.set_xlabel('Interstory Drift Ratios(m/m)')
sc9.axes.set_ylabel('Story')
sc9.axes.legend(loc=4, fontsize=8)
# toolbar 생성
toolbar9 = NavigationToolbar2QT(sc9, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar9, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (X direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc9, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# H2_DE
# MplCanvas 생성
sc10 = MplCanvas(self, width=5, height=7)
# MplCanvas에 그래프 그리기
# 지진파별 plot
for load_name in DE_load_name_list:
sc10.axes.plot(IDR_result_each[count_y].iloc[:,-1], IDR_result_each[count_y].iloc[:,0]
, label='{}'.format(load_name), linewidth=0.7)
sc10.axes.plot(IDR_result_each[count_y+1].iloc[:,-1], IDR_result_each[count_y].iloc[:,0]
, linewidth=0.7)
count_y += 4
# 평균 plot
sc10.axes.plot(IDR_result_avg[count_avg].iloc[:,2], story_name_window_reordered, color='k', label='Average', linewidth=2)
sc10.axes.plot(IDR_result_avg[count_avg].iloc[:,3], story_name_window_reordered, color='k', linewidth=2)
count_avg += 1
# reference line 그려서 허용치 나타내기
sc10.axes.axvline(x=-cri_DE, color='r', linestyle='--', label='LS')
sc10.axes.axvline(x=cri_DE, color='r', linestyle='--')
sc10.axes.set_xlim(-0.025, 0.025)
sc10.axes.set_yticks(story_name_window_reordered[::story_gap], story_name_window_reordered[::story_gap])
# 기타
sc10.axes.grid(linestyle='-.')
sc10.axes.set_xlabel('Interstory Drift Ratios(m/m)')
sc10.axes.set_ylabel('Story')
sc10.axes.legend(loc=4, fontsize=8)
# toolbar 생성
toolbar10 = NavigationToolbar2QT(sc10, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar10, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (Y direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc10, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# DE Plot
if len(MCE_load_name_list) != 0:
# H1_MCE
# MplCanvas 생성
sc11 = MplCanvas(self, width=5, height=7)
# MplCanvas에 그래프 그리기
# 지진파별 plot
for load_name in MCE_load_name_list:
sc11.axes.plot(IDR_result_each[count_x].iloc[:,-1], IDR_result_each[count_x].iloc[:,0]
, label='{}'.format(load_name), linewidth=0.7)
sc11.axes.plot(IDR_result_each[count_x+1].iloc[:,-1], IDR_result_each[count_x].iloc[:,0]
, linewidth=0.7)
count_x += 4
# 평균 plot
sc11.axes.plot(IDR_result_avg[count_avg].iloc[:,0], story_name_window_reordered, color='k', label='Average', linewidth=2)
sc11.axes.plot(IDR_result_avg[count_avg].iloc[:,1], story_name_window_reordered, color='k', linewidth=2)
# reference line 그려서 허용치 나타내기
sc11.axes.axvline(x=-cri_MCE, color='r', linestyle='--', label='CP')
sc11.axes.axvline(x=cri_MCE, color='r', linestyle='--')
sc11.axes.set_xlim(-0.025, 0.025)
sc11.axes.set_yticks(story_name_window_reordered[::story_gap], story_name_window_reordered[::story_gap])
# 기타
sc11.axes.grid(linestyle='-.')
sc11.axes.set_xlabel('Interstory Drift Ratios(m/m)')
sc11.axes.set_ylabel('Story')
sc11.axes.legend(loc=4, fontsize=8)
# toolbar 생성
toolbar11 = NavigationToolbar2QT(sc11, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar11, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (X direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc11, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# H2_MCE
# MplCanvas 생성
sc12 = MplCanvas(self, width=5, height=7)
# MplCanvas에 그래프 그리기
# 지진파별 plot
for load_name in MCE_load_name_list:
sc12.axes.plot(IDR_result_each[count_y].iloc[:,-1], IDR_result_each[count_y].iloc[:,0]
, label='{}'.format(load_name), linewidth=0.7)
sc12.axes.plot(IDR_result_each[count_y+1].iloc[:,-1], IDR_result_each[count_y].iloc[:,0]
, linewidth=0.7)
count_y += 4
# 평균 plot
sc12.axes.plot(IDR_result_avg[count_avg].iloc[:,2], story_name_window_reordered, color='k', label='Average', linewidth=2)
sc12.axes.plot(IDR_result_avg[count_avg].iloc[:,3], story_name_window_reordered, color='k', linewidth=2)
count_avg += 1
# reference line 그려서 허용치 나타내기
sc12.axes.axvline(x=-cri_MCE, color='r', linestyle='--', label='CP')
sc12.axes.axvline(x=cri_MCE, color='r', linestyle='--')
sc12.axes.set_xlim(-0.025, 0.025)
sc12.axes.set_yticks(story_name_window_reordered[::story_gap], story_name_window_reordered[::story_gap])
# 기타
sc12.axes.grid(linestyle='-.')
sc12.axes.set_xlabel('Interstory Drift Ratios(m/m)')
sc12.axes.set_ylabel('Story')
sc12.axes.legend(loc=4, fontsize=8)
# toolbar 생성
toolbar12 = NavigationToolbar2QT(sc12, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar12, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (Y direction)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc12, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
#%% C.Beam Rotation 그래프
if get_BR == True:
# BR 결과값 가져오기
BR_result = result_dict['BR']
# 결과값 classify & assign
BR_plot = BR_result[0]
story_info = BR_result[1]
DE_load_name_list = BR_result[2]
MCE_load_name_list = BR_result[3]
# BR 그래프 그리기
# DE Plot
if len(DE_load_name_list) != 0:
# MplCanvas 생성
sc13 = pbd.ShowResult(self, width=5, height=6)
# DCR plot
sc13.axes.scatter(BR_plot['DCR(DE_pos)'], BR_plot['Height(mm)'], color='k', s=1)
sc13.axes.scatter(BR_plot['DCR(DE_neg)'], BR_plot['Height(mm)'], color='k', s=1)
# 허용치(DCR) 기준선
sc13.axes.axvline(x = DCR_criteria, color='r', linestyle='--')
sc13.axes.axvline(x = -DCR_criteria, color='r', linestyle='--')
sc13.axes.set_xlim(-xlim, xlim)
sc13.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc13.axes.grid(linestyle='-.')
sc13.axes.set_xlabel('DCR')
sc13.axes.set_ylabel('Story')
# toolbar 생성
toolbar13 = NavigationToolbar2QT(sc13, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar13, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (Beam Rotation)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc13, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
if len(MCE_load_name_list) != 0:
# MplCanvas 생성
sc14 = pbd.ShowResult(self, width=5, height=6)
# DCR plot
sc14.axes.scatter(BR_plot['DCR(MCE_pos)'], BR_plot['Height(mm)'], color='k', s=1)
sc14.axes.scatter(BR_plot['DCR(MCE_neg)'], BR_plot['Height(mm)'], color='k', s=1)
# 허용치(DCR) 기준선
sc14.axes.axvline(x = DCR_criteria, color='r', linestyle='--')
sc14.axes.axvline(x = -DCR_criteria, color='r', linestyle='--')
sc14.axes.set_xlim(-xlim, xlim)
sc14.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc14.axes.grid(linestyle='-.')
sc14.axes.set_xlabel('DCR')
sc14.axes.set_ylabel('Story')
# toolbar 생성
toolbar14 = NavigationToolbar2QT(sc14, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar14, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (Beam Rotation)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc14, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
#%% C.Beam Shear Force 그래프
if get_BSF == True:
# BR 결과값 가져오기
BSF_result = result_dict['BSF']
# 결과값 classify & assign
BSF_plot = BSF_result[0]
story_info = BSF_result[1]
DE_load_name_list = BSF_result[2]
MCE_load_name_list = BSF_result[3]
# BSF 그래프 그리기
# DE Plot
if len(DE_load_name_list) != 0:
# MplCanvas 생성
sc15 = pbd.ShowResult(self, width=5, height=6)
# DCR plot
sc15.axes.scatter(BSF_plot['DE'], BSF_plot['Height(mm)'], color='k', s=1)
# 허용치(DCR) 기준선
sc15.axes.axvline(x = DCR_criteria, color='r', linestyle='--')
sc15.axes.set_xlim(0, xlim)
sc15.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc15.axes.grid(linestyle='-.')
sc15.axes.set_xlabel('DCR')
sc15.axes.set_ylabel('Story')
# toolbar 생성
toolbar15 = NavigationToolbar2QT(sc15, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar15, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (Beam Shear Force)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc15, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
if len(MCE_load_name_list) != 0:
# MplCanvas 생성
sc16 = pbd.ShowResult(self, width=5, height=6)
# DCR plot
sc16.axes.scatter(BSF_plot['MCE'], BSF_plot['Height(mm)'], color='k', s=1)
# 허용치(DCR) 기준선
sc16.axes.axvline(x = DCR_criteria, color='r', linestyle='--')
sc16.axes.set_xlim(0, xlim)
sc16.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc16.axes.grid(linestyle='-.')
sc16.axes.set_xlabel('DCR')
sc16.axes.set_ylabel('Story')
# toolbar 생성
toolbar16 = NavigationToolbar2QT(sc16, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar16, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (Beam Shear Force)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc16, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
#%% Wall Axial Strain 그래프
if get_WAS == True:
# WAS 결과값 가져오기
WAS_result = result_dict['WAS']
# 결과값 classify & assign
WAS_plot = WAS_result[0]
story_info = WAS_result[1]
DE_load_name_list = WAS_result[2]
MCE_load_name_list = WAS_result[3]
# WAS 그래프 그리기
# DE Plot
if len(DE_load_name_list) != 0:
# DE_1
# MplCanvas 생성
sc17 = pbd.ShowResult(self, width=5, height=4)
# WAS plot
sc17.axes.scatter(WAS_plot['DE(Compressive)'], WAS_plot['Height(mm)'], color='k', s=5)
sc17.axes.scatter(WAS_plot['DE(Tensile)'], WAS_plot['Height(mm)'], color='k', s=5)
# 허용치 기준선
sc17.axes.axvline(x=min_criteria, color='r', linestyle='--')
sc17.axes.axvline(x=max_criteria, color='r', linestyle='--')
sc17.axes.set_xlim(-0.003, 0)
sc17.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc17.axes.grid(linestyle='-.')
sc17.axes.set_xlabel('Axial Strain (m/m)')
sc17.axes.set_ylabel('Story')
# toolbar 생성
toolbar17 = NavigationToolbar2QT(sc17, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar17, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (Compressive Axial Strain)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc17, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# DE_2
# MplCanvas 생성
sc18 = pbd.ShowResult(self, width=5, height=4)
# WAS plot
sc18.axes.scatter(WAS_plot['DE(Compressive)'], WAS_plot['Height(mm)'], color='k', s=5)
sc18.axes.scatter(WAS_plot['DE(Tensile)'], WAS_plot['Height(mm)'], color='k', s=5)
# 허용치 기준선
sc18.axes.axvline(x=min_criteria, color='r', linestyle='--')
sc18.axes.axvline(x=max_criteria, color='r', linestyle='--')
sc18.axes.set_xlim(0, 0.013)
sc18.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc18.axes.grid(linestyle='-.')
sc18.axes.set_xlabel('Axial Strain (m/m)')
sc18.axes.set_ylabel('Story')
# toolbar 생성
toolbar18 = NavigationToolbar2QT(sc18, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar18, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (Tensile Axial Strain)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc18, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# 기준 넘는 점 확인
# error_coord_DE = WAS_plot[(WAS_plot['DE(Tensile)'] >= max_criteria)
# | (WAS_plot['DE(Compressive)'] <= min_criteria)]
# MCE Plot
if len(MCE_load_name_list) != 0:
# MCE_1
# MplCanvas 생성
sc19 = pbd.ShowResult(self, width=5, height=4)
# WAS plot
sc19.axes.scatter(WAS_plot['MCE(Compressive)'], WAS_plot['Height(mm)'], color='k', s=5)
sc19.axes.scatter(WAS_plot['MCE(Tensile)'], WAS_plot['Height(mm)'], color='k', s=5)
# 허용치 기준선
sc19.axes.axvline(x=min_criteria, color='r', linestyle='--')
sc19.axes.axvline(x=max_criteria, color='r', linestyle='--')
sc19.axes.set_xlim(-0.003, 0)
sc19.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc19.axes.grid(linestyle='-.')
sc19.axes.set_xlabel('Axial Strain (m/m)')
sc19.axes.set_ylabel('Story')
# toolbar 생성
toolbar19 = NavigationToolbar2QT(sc19, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar19, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (Compressive Axial Strain)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc19, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# MCE_2
# MplCanvas 생성
sc20 = pbd.ShowResult(self, width=5, height=4)
# WAS plot
sc20.axes.scatter(WAS_plot['MCE(Compressive)'], WAS_plot['Height(mm)'], color='k', s=5)
sc20.axes.scatter(WAS_plot['MCE(Tensile)'], WAS_plot['Height(mm)'], color='k', s=5)
# 허용치 기준선
sc20.axes.axvline(x=min_criteria, color='r', linestyle='--')
sc20.axes.axvline(x=max_criteria, color='r', linestyle='--')
sc20.axes.set_xlim(0, 0.013)
sc20.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc20.axes.grid(linestyle='-.')
sc20.axes.set_xlabel('Axial Strain (m/m)')
sc20.axes.set_ylabel('Story')
# toolbar 생성
toolbar20 = NavigationToolbar2QT(sc20, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar20, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (Tensile Axial Strain)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc20, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# 기준 넘는 점 확인
# error_coord_MCE = WAS_plot[(WAS_plot['MCE(Tensile)'] >= max_criteria)
# | (WAS_plot['MCE(Compressive)'] <= min_criteria)]
#%% Wall Rotation 그래프
if get_WR == True:
# WR 결과값 가져오기
WR_result = result_dict['WR']
# 결과값 classify & assign
WR_plot = WR_result[0]
story_info = WR_result[1]
DE_load_name_list = WR_result[2]
MCE_load_name_list = WR_result[3]
# WR 그래프 그리기
# DE Plot
if len(DE_load_name_list) != 0:
# DE
# MplCanvas 생성
sc21 = pbd.ShowResult(self, width=5, height=6)
# WR plot
sc21.axes.scatter(WR_plot['DCR(DE_pos)'], WR_plot['Height(mm)'], color='k', s=1)
sc21.axes.scatter(WR_plot['DCR(DE_neg)'], WR_plot['Height(mm)'], color='k', s=1)
# 허용치 기준선
sc21.axes.axvline(x = DCR_criteria, color='r', linestyle='--')
sc21.axes.axvline(x = -DCR_criteria, color='r', linestyle='--')
sc21.axes.set_xlim(-xlim, xlim)
sc21.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc21.axes.grid(linestyle='-.')
sc21.axes.set_xlabel('DCR')
sc21.axes.set_ylabel('Story')
# toolbar 생성
toolbar21 = NavigationToolbar2QT(sc21, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar21, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (Wall Rotation)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc21, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# 기준 넘는 벽체 확인
error_wall_DE = WR_plot[['Name', 'DCR(DE_pos)', 'DCR(DE_neg)']]
[(WR_plot['DCR(DE_pos)'] >= DCR_criteria) | (WR_plot['DCR(DE_neg)'] <= -DCR_criteria)]
if len(MCE_load_name_list) != 0:
# MCE
# MplCanvas 생성
sc22 = pbd.ShowResult(self, width=5, height=6)
# WR plot
sc22.axes.scatter(WR_plot['DCR(MCE_pos)'], WR_plot['Height(mm)'], color='k', s=1)
sc22.axes.scatter(WR_plot['DCR(MCE_neg)'], WR_plot['Height(mm)'], color='k', s=1)
# 허용치 기준선
sc22.axes.axvline(x = DCR_criteria, color='r', linestyle='--')
sc22.axes.axvline(x = -DCR_criteria, color='r', linestyle='--')
sc22.axes.set_xlim(-xlim, xlim)
sc22.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc22.axes.grid(linestyle='-.')
sc22.axes.set_xlabel('DCR')
sc22.axes.set_ylabel('Story')
# toolbar 생성
toolbar22 = NavigationToolbar2QT(sc22, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar22, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (Wall Rotation)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc22, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# 기준 넘는 벽체 확인
error_wall_MCE = WR_plot[['Name', 'DCR(MCE_pos)', 'DCR(MCE_neg)']]
[(WR_plot['DCR(MCE_pos)'] >= DCR_criteria) | (WR_plot['DCR(MCE_neg)'] <= -DCR_criteria)]
#%% Wall Shear Force 그래프
if get_WSF == True:
# WSF 결과값 가져오기
WSF_result = result_dict['WSF']
# 결과값 classify & assign
wall_result = WSF_result[0]
story_info = WSF_result[1]
DE_load_name_list = WSF_result[2]
MCE_load_name_list = WSF_result[3]
# WSF 그래프 그리기
# DE Plot
if len(DE_load_name_list) != 0:
# DE
# MplCanvas 생성
sc23 = pbd.ShowResult(self, width=5, height=6)
# WSF plot
sc23.axes.scatter(wall_result['DE'], wall_result['Height(mm)'], color = 'k', s=1)
# 허용치 기준선
sc23.axes.axvline(x = DCR_criteria, color='r', linestyle='--')
sc23.axes.set_xlim(0, xlim)
sc23.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc23.axes.grid(linestyle='-.')
sc23.axes.set_xlabel('DCR')
sc23.axes.set_ylabel('Story')
# toolbar 생성
toolbar23 = NavigationToolbar2QT(sc23, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar23, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('1.2 X DBE (Wall Shear Force)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc23, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
# MCE Plot
if len(MCE_load_name_list) != 0:
# MCE
# MplCanvas 생성
sc24 = pbd.ShowResult(self, width=5, height=6)
# WSF plot
sc24.axes.scatter(wall_result['MCE'], wall_result['Height(mm)'], color = 'k', s=1)
# 허용치 기준선
sc24.axes.axvline(x = DCR_criteria, color='r', linestyle='--')
sc24.axes.set_xlim(0, xlim)
sc24.axes.set_yticks(story_info['Height(mm)'][::-story_gap], story_info['Story Name'][::-story_gap])
# 기타
sc24.axes.grid(linestyle='-.')
sc24.axes.set_xlabel('DCR')
sc24.axes.set_ylabel('Story')
# toolbar 생성
toolbar24 = NavigationToolbar2QT(sc24, self)
# layout에 toolbar, canvas 추가
layout.addWidget(toolbar24, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(QLabel('MCE (Wall Shear Force)'), row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
layout.addWidget(sc24, row_count+2, 0, Qt.AlignHCenter|Qt.AlignVCenter)
row_count += 3
#%% E.Column 그래프
if get_E_CSF == True:
pass
#%% E.Beam Shear Force 그래프
# if get_E_BSF == True:
# '''
# # E_BSF 결과값 가져오기
# node_map_z, node_map_list, element_map_list = result.E_BSF()
# # V, M 크기에 따른 Color 지정
# cmap_V = plt.get_cmap('Reds')
# cmap_M = plt.get_cmap('YlOrBr')
# # 층별 Loop
# for i in node_map_z:
# # 해당 층에 해당하는 Nodes와 Elements만 Extract
# node_map_list_extracted = node_map_list[node_map_list['V'] == i]
# element_map_list_extracted = element_map_list[element_map_list['i-V'] == i]
# element_map_list_extracted.reset_index(inplace=True, drop=True)
# # Colorbar, 그래프 Coloring을 위한 설정
# norm_V = plt.Normalize(vmin = element_map_list_extracted['DCR(V)'].min()\
# , vmax = element_map_list_extracted['DCR(V)'].max())
# cmap_V_elem = cmap_V(norm_V(element_map_list_extracted['DCR(V)']))
# scalar_map_V = mpl.cm.ScalarMappable(norm_V, cmap_V)
# norm_M = plt.Normalize(vmin = element_map_list_extracted['DCR(M)'].min()\
# , vmax = element_map_list_extracted['DCR(M)'].max())
# cmap_M_elem = cmap_M(norm_M(element_map_list_extracted['DCR(M)']))
# scalar_map_M = mpl.cm.ScalarMappable(norm_M, cmap_M)
# # E.Beam Contour 그래프 그리기
# # V(전단)
# # MplCanvas 생성
# sc15 = pbd.ShowResult(self, width=6, height=3)
# # Contour plot
# sc15.axes.scatter(node_map_list_extracted['H1'], node_map_list_extracted['H2'], color='k', s=1)
# for idx, row in element_map_list_extracted.iterrows():
# element_map_x = [row['i-H1'], row['j-H1']]
# element_map_y = [row['i-H2'], row['j-H2']]
# sc15.axes.plot(element_map_x, element_map_y, c = cmap_V_elem[idx])
# # Colorbar 만들기
# sc15.fig.colorbar(scalar_map_V, shrink=0.7, label='DCR (V)')
# # 기타
# sc15.axes.set_axis_off()
# sc15.axes.set_aspect('equal') # aspect 알아서 맞춤
# sc15.axes.set_title(result.story_info['Story Name'][result.story_info['Height(mm)'] == i].iloc[0])
# # toolbar 생성
# toolbar15 = NavigationToolbar(sc15, self)
# # layout에 toolbar, canvas 추가
# layout.addWidget(toolbar15, row_count, 0, Qt.AlignHCenter|Qt.AlignVCenter)
# layout.addWidget(sc15, row_count+1, 0, Qt.AlignHCenter|Qt.AlignVCenter)
# row_count += 3
# ## M(모멘트)
# # Graph
# sc16 = pbd.ShowResult(self, width=6, height=3)
# # Contour plot
# sc16.axes.scatter(node_map_list_extracted['H1'], node_map_list_extracted['H2'], color='k', s=1)
# for idx, row in element_map_list_extracted.iterrows():
# element_map_x = [row['i-H1'], row['j-H1']]