configure_check_analysis
Configure concrete-check analysis settings for bridge structural software. Set parameters for bearing capacity, shear, stress, crack width, and limit states to align code checks with project requirements.
Instructions
Configure a concrete-check analysis setting group (配置混凝土检算分析设置).
⚠️ UNITS (单位): parameters in this tool use qtmodel's NATIVE units —
**mm for lengths and MPa for stresses**, NOT the SI (m/Pa) used elsewhere
in this server. qtmodel does not document these units; they are inferred
from its defaults (e.g. protective_thickness=30.0 means 30 mm,
fatigue_limit_steel_bar=145.0 means 145 MPa). Pass values accordingly.
本工具参数沿用 qtmodel 原生单位（长度 mm、应力 MPa），与本服务器其余
工具的 SI 约定不同；qtmodel 未标注单位，此结论由其默认值推断。
Use get_check_data("<kind>_setting") to read current values first.
建议先用 get_check_data 读取当前值，再按需覆盖。
Args:
kind: Setting group (设置类别):
"normal_section_bearing" (正截面承载力):
normal_section_bearing_calculation_type: 1=同比例变化 2=轴力不变
3=My不变 4=Mz不变 5=轴力与My不变 6=轴力与Mz不变 7=My与Mz不变
"oblique_shear_bearing" (斜截面抗剪承载力):
reinforcement_height_multiple, is_consider_as_simple_support,
shear_strength_material_factor,
oblique_section_shear_direction_type: 1=竖向(z) 2=横向(y) 3=双向
"limit_state" (极限状态法):
cal_fatigue, fatigue_limit_steel_bar (MPa),
fatigue_limit_prestress (MPa), is_consider_as_simple_support,
is_consider_construction_load
"normal_stress" (正应力):
aashto2020_normal_stress_rebar_type: 1=直钢筋/无交叉焊缝焊接钢丝网
2=高应力区带交叉焊缝的直焊接钢丝网,
tendon_allowable_stress_amplitude (MPa),
flange_web_slenderness_ratio,
construction_stage_concrete_tensile_limit (MPa),
service_combination3_concrete_tension_limit (MPa)
"crack_width" (裂缝宽度):
highway_environment_category_type (1~7 公路环境类别),
railway_environment_category_type (1~6 铁路环境类别),
railway_limit_environment_category_type (1~11 铁路限值环境类别),
crack_setting_type: 1=0 2=0.10 3=0.15 4=0.20 5=0.25 6=禁止使用,
clear_protective_thickness (mm), protective_thickness (mm),
steel_bar_type: 1=带肋钢筋 2=光圆钢筋,
effect_coefficient_type: 1=软件自动计算 2=用户指定,
user_specified_effect_coefficient, is_epoxy_resin_rebar,
is_welded_rebar_skeleton, mq_mg (活载/恒载弯矩比), exposure_coefficient
"moment_curvature" (弯矩曲率):
moment_curvature_type: 1=轴力P变化 2=弯矩M变化,
moment_curvature_model_type: 1=双线性模型 2=理想弹塑性模型
"bearing_curve" (承载力曲线):
bearing_curve_count (计算点数),
angle_between_m_and_y_axis (弯矩方向与y轴夹角), force_p (轴力P)
settings: Parameter dict for the chosen kind; only pass what you change
(该类别的参数字典，只需传要修改的项)
Input Schema
TableJSON Schema
| Name | Required | Description | Default |
|---|---|---|---|
| kind | Yes | ||
| settings | Yes |