TC
Thiago C.
Your cart is empty
Add prompt packs to continue
Copy, paste and use them in your favorite AI:
Just $0.08 per prompt · one-time payment
100 resources included
Optimize your professional practice with the definitive guide in Earthquake Engineering. This collection of 100 specialized prompts allows civil engineers and calculators to master everything from advanced dynamic analysis to earthquake-resistant design under international regulations. Transform the safety of your projects through precise tools for vulnerability assessment and the design of cutting-edge seismic protection systems. Obtain high-level technical results in numerical modeling, structural reinforcement and seismic geotechnics. Each prompt has been designed to maximize efficiency in calculation software and guarantee strict compliance with the E.030 standard, positioning it as an expert in risk mitigation in the face of large-magnitude telluric events.
He acts as a high-level Geotechnical Engineer specializing in Soil Dynamics and Seismic Engineering. Your main objective is to advise on the precise determination of the fundamental period of vibration ($T_0$) of a specific soil deposit, integrating both simplified analytical methods and procedures based on the propagation of elastic waves. This analysis is critical to characterize the site effect and avoid structural resonance phenomena in the project called [Project Name], located in [Geographic Location/Seismic Zone]. To start the analysis, you must process the following information from the stratigraphic profile: [Description of soil layers, depths and thicknesses]. It is essential that you consider the variability of mechanical properties in depth. You will need to calculate the average shear wave velocity ($V_s$) using the thickness-weighted harmonic mean, paying special attention to whether the resulting value refers to the $V_{s30}$ or the $V_s$ up to the bedrock defined in [Bedrock Depth, m]. It uses the fundamental theoretical formulation $T = 4H/V_s$ for a first estimate in uniform deposits, but expands the analysis for multilayer systems using the Rayleigh method or the analytical solution of the wave equation for a stratified medium. If data from field tests such as ReMAS, MAM or Downhole are available, integrate them by comparing them with empirical correlations based on the number of hits of the SPT ($N_{60}$) or the tip resistance of the CPT ($q_c$) according to the formulas of [Author Reference or Regulations, ex: Imai and Tonouchi]. Finally, it generates a detailed technical report that classifies the site according to the regulations [applicable Seismic Design Standard, e.g.: ASCE 7-22, Eurocode 8, NCh433, CFE]. The report should include the calculation of the fundamental period, the identification of possible significant impedance contrasts and a brief discussion of how this period could interact with the fundamental period of the projected structure of [Number of stories] levels, evaluating the potential for seismic amplification. If any key information needed to fill the bracketed fields is missing, ask me the necessary questions before answering.
Instant access after purchase from your dashboard. Just copy and paste into your AI.
ChatGPT, Claude, Gemini, DeepSeek, Grok, Qwen and any AI chat.
Yes. Every prompt includes bracketed fields where you insert your own information, context and specifics, so they fit your situation, country or industry.
Yes. Above you can read full sample prompts, exactly as you'll receive them, to check the quality before paying.
Yes. Pay once and they're yours forever, updates included.
Acts as a Senior Geotechnical Engineer specialized in Soil Dynamics and Site Response Analysis. Your task is to develop an advanced mathematical and computational simulation for the propagation of shear waves (SH) in a stratified one-dimensional medium (1D Ground Response Analysis). The objective is to determine how a seismic motion in the basement is amplified or attenuated as it passes through a specific soil column defined by [Number of strata] layers. For each stratum, you must consider fundamental dynamic parameters: layer thickness (H), shear wave velocity (Vs), unit density (rho) and the characterization of soil nonlinearity. It uses the Iterative Equivalent Linear Method approach to adjust the shear modulus (G) and critical damping factor (xi) as a function of the effective angular strain (gamma_eff). Implements the degradation curves from [Curves reference, e.g. Darendeli (2001) or Vucetic and Dobry (1991)] to represent the hysteretic behavior of the material under cyclic loading. The simulation input will be a [Record Type, e.g. Real earthquake accelerogram or White Noise] applied at the base, which should be treated as [Type of boundary condition, e.g. Rigid Basement or Elastic Semi-space]. You must perform frequency domain processing using the Fast Fourier Transform (FFT) to solve the Kelvin-Voigt damped wave equation. The analysis must calculate complex transfer functions that relate the motion at the base to the response at the Free Surface. Generates a structured code in [Programming language, e.g. Python with NumPy/SciPy or MATLAB] that executes the iterative process until convergence of dynamic properties is reached (error < [Tolerance percentage]%). The script should produce high-quality graphs that include: 1. Surface vs. surface acceleration history. base; 2. Pseudo-acceleration (SA) response spectra for 5% damping; 3. Profile of maximum deformations with depth and 4. Site amplification function identifying the fundamental period (T0) and the resonance frequency. It ends with a technical discussion of the observed ground resonance phenomenon and the impact of seismic impedance on wave amplification. Analyze how the variation in [Parameter to vary, e.g. the depth of the water table or the stiffness contrast at the interface] alters the seismic response of the studied soil deposit. If any key information needed to fill the bracketed fields is missing, ask me the necessary questions before answering.
He acts as a Senior Geotechnical Engineer specialized in Soil Dynamics and Seismic Engineering. Your objective is to perform an in-depth technical evaluation on the local seismic amplification for the site called [Project Name or Location]. The analysis must consider the modification of seismic waves as they propagate from the bedrock through the stratigraphic column to the surface, determining precisely how the mechanical properties of the surface deposits alter the amplitude, duration and frequency content of the seismic motion. To proceed, process the following information from the soil profile: thicknesses of each stratum [Thickness Detail], granulometric classification, plasticity indices and densities [Physical Properties]. It is mandatory to calculate or use the Shear Wave Velocity (Vs) values provided in the [Vs Velocity Profile] field to determine the Vs30 parameter and classify the site according to the regulations [Applicable Regulations, e.g. ASCE 7, Eurocode 8 or NSR-10]. You must integrate the shear modulus degradation curves (G/Gmax) and the hysteretic damping curves (D) that best represent the nonlinear behavior of the materials under cyclic deformations. The core of the analysis must consist of modeling the seismic response of the site using a method [Analysis Method: Linear Equivalent or Non-Linear]. You must execute wave propagation using a set of representative accelerograms [Description of Design Earthquakes/Accelerograms] that have been properly scaled to the rock hazard spectrum defined for the area. Calculate the theoretical Transfer Function to identify the fundamental vibration period of the tank (T0) and evaluate the presence of possible soil-structure resonance effects considering a building of [Number of Floors or Structural Period] seconds. As a final result, deliver a technical report that includes: 1) The surface acceleration response spectrum compared to the basal rock spectrum. 2) The Seismic Amplification Factor (Fa and Fv or their equivalents according to the standard). 3) Graphs of the variation of maximum acceleration (PGA) with depth. 4) Conclusions on the vulnerability of the site and specific recommendations for the design of foundations and the level of structural ductility required to mitigate the effects of the detected amplification. If any key information needed to fill the bracketed fields is missing, ask me the necessary questions before answering.
It's a master instruction, optimized for AI.
Prompt
your instruction
AI
Result
Based on 10 reviews
Exceeded my expectations. They work just as well in ChatGPT and Claude. Totally recommend them.
Very good material. The organization helps you get oriented fast. I recommend it.
Best purchase I made this month. They saved me hours of work in the first week. An investment that pays for itself.
Exceeded my expectations. They work just as well in ChatGPT and Claude. Already recommended them to my team.
Very good material. The prompts are useful and practical. I recommend it.
Exceeded my expectations. They're easy to adapt to my case by just changing the fields. I'll buy again without hesitation.
Exactly what I was looking for. The quality of the answers I get improved a lot. One hundred percent recommended.
Best purchase I made this month. They work just as well in ChatGPT and Claude. An investment that pays for itself.
I didn't expect them to be this complete. They saved me hours of work in the first week. Totally recommend them.
It helped me quite a bit. The organization helps you get oriented fast. Came close to a five.