Dbt
metadata only
Analysis of the dynamic response mechanism of utility tunnel structures with rainwater relief cabins under explosion shock waves
Conceptio Open Archive
Analyze & explore related research in Conceptio
Connect this record directly into your research workflow or AI agent. Explore citations across open repositories, query full text, and export structured proof bundles.
This document is indexed with metadata only: full text is not available in the archive for this record. Open the official source ↗
Related documents
- Development of numerical model for the determination of crack opening and closure loads, for long cracks#278157
- APPLICATION OF THE DUPUIT-FORCHHEIMER LAW TO PERFORMANCE EVALUATION OF SLOPING BREAKWATERS WITH WAVE DISSIPATING BLOCKS#124932
- Roof Diaphragm Distributed Yielding Concept for Improved Seismic Collapse Performance of Buildings with Rigid Walls/Flexible Roof Diaphragms#179752
- Design Optimization of a Proposed Drainage System for a Private Educational Institution using a Detention Tank, Pervious Concrete Pavements, and Diversion Channels for Enhanced Flood Control#321277
- Oblique wave interaction with pile-restrained dual H-shaped breakwater#216418
Record · ID 366770
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Retrieved via Conceptio: every document is proof-bundled with source, license, and retrieval metadata.
Bring this data into your agent: Connect via MCP or API · 20 free credits to start · no card required
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive
Read the Docs → · View CLI source on GitHub · Conceptio Open Knowledge Archive