Engineering Structures Submission Guide
What submitting to Engineering Structures actually requires: the lead Editor-in-Chief editorial structure, the explicit no-case-studies policy, the no-multipart-papers policy, and the Editors-in-Chief process for review-article proposals.
Readiness scan
Find out if this manuscript is ready to submit.
Run the Free Readiness Scan before you submit. Catch the issues editors reject on first read.
How to approach Engineering Structures
Use the submission guide like a working checklist. The goal is to make fit, package completeness, and cover-letter framing obvious before you open the portal.
Stage | What to check |
|---|---|
1. Scope | Confirm Engineering Structures versus sister structural engineering venues |
2. Package | Audit case-study and multi-part-paper risk |
3. Cover letter | Prepare manuscript, data statement, reviewer suggestions, and authorship details |
4. Final check | Submit through Elsevier's online submission system |
Quick answer: This Engineering Structures submission guide covers the operating contract for the Elsevier structural-engineering journal: a Lead Editor-in-Chief heads the editorial board, the journal generally does not accept case studies or multiple-part papers unless they involve clear high-level scientific or technical innovation, unsolicited review articles are declined without prior proposal approval, and the submission checklist includes strict authorship and corresponding-author constraints.
Run an Engineering Structures pre-submission readiness check before clicking submit, or work through this guide manually.
Use this page if you're preparing an Engineering Structures submission and want to understand the case-study and multi-part-paper policies, the review-article proposal process, and what the editorial team is screening for. Before you submit, you should know whether your work is original research or whether it falls into the case-study, multi-part, or unsolicited-review categories the journal generally declines.
From our manuscript review practice
Engineering Structures explicitly states that case studies and multi-part papers are generally not accepted, except when tied to clear and high-level scientific or technical innovation. Authors arriving from journals where case-study format is welcome routinely get declined at the editorial screen.
How this page was reviewed
We reviewed the Engineering Structures journal page on ScienceDirect, the Guide for Authors, the Editorial Board, the Journal Insights page, and recent issues.
Our analysis of the 100 most recent Engineering Structures papers used when this guide was built focused on whether the structure served as evidence for a generalizable structural or mechanics advance.
This page exists because the official guide has several unusually consequential filters that authors miss: no routine case studies, no routine multiple-part papers, no unsolicited review articles, institutional email expectations, and a strict corresponding-author rule.
Evidence boundary: public Elsevier pages provide current requirements and journal-level timing medians, but they do not reveal why any individual manuscript is declined. This page focuses on the submission-decision logic authors need before choosing Engineering Structures.
Of N=27 Manusights pre-submission reviews of Engineering Structures-style manuscripts, the recurring pre-upload risk was a mismatch between the abstract, case-study framing, validation evidence, figures, supplementary model detail, and cover letter. The stronger drafts made the transferable structural or mechanics contribution visible before the editor had to decide whether the manuscript was only project documentation.
Before submitting to Engineering Structures, an Engineering Structures submission readiness check identifies whether the package meets the editorial bar before you commit to the submission.
What is Engineering Structures at a glance?
Metric | Value |
|---|---|
ScienceDirect-listed Impact Factor | 6.4 |
CiteScore | 11.2 |
Acceptance rate | 18% |
Lead Editor-in-Chief | Verify on the journal's editorial-team page |
Editors-in-Chief listed | Verify on the journal's editorial-team page |
Publisher | Elsevier |
Submission portal | Elsevier online submission at Elsevier submission portal |
Article types | Original research, review articles, short communications, discussions |
Case-study policy | Generally not accepted, except for high-level scientific or technical innovation |
Multi-part papers policy | Generally not accepted, except for high-level scientific or technical innovation |
Review-article submission | Requires proposal to the responsible Editors-in-Chief first |
Open access APC | USD 4,650 excluding taxes |
ScienceDirect timeline | 10 days to first decision, 69 days to decision after review, 153 days to acceptance |
ISSN | 0141-0296 print, 1873-7323 online |
DOI prefix | 10.1016/j.engstruct.* |
What initial-submission caps matter for Engineering Structures?
Engineering Structures does not publish a simple original-research word cap in the way some society journals do, so do not treat word count as the main editorial risk. The public guide also does not present a fixed figure cap in the same way a society journal might.
The live Elsevier guide does publish several upload constraints that matter at the first screen: highlights should be 3 to 5 bullet points and each highlight can be no longer than 85 characters including spaces; the journal generally declines case studies and multiple-part papers unless the scientific or technical innovation is clear; review articles require prior proposal contact with the responsible Editors-in-Chief; and the corresponding-author arrangement must be settled before submission.
The practical initial-submission cap is therefore not "fit the paper under X words." It is "can the abstract, highlights, cover letter, and first figures show a transferable structural-engineering contribution before the editor sees a project-documentation shape?" In short: no fixed word limit and no fixed figure limit should not be read as permission to submit an unfocused package. If your novelty cannot fit into 3-5 short highlights, the manuscript may still be too case-specific for this journal.
What the editorial team is screening for at desk
1. Original research with clear novelty over the state of research. Engineering Structures expects relevant advances in structural engineering or structural mechanics. Incremental work that does not establish novelty over current literature faces desk rejection.
2. Not a case study unless the exception applies. This is the journal's most distinctive policy. Case studies are generally declined unless they are tied to a clear and high-level scientific or technical innovation. Authors who submit case-study-shaped work without articulating the innovation risk an early editorial decline.
3. Not a multi-part paper unless the exception applies. Multi-part submissions face the same problem. The editor has to see why the segmentation is scientifically necessary, not just convenient for a large project.
4. Correct review-article route. Review articles require a proposal first. The proposal should include a description or abstract, all authors, the corresponding author's CV, and a list of the authors' work in the review area. Unsolicited review articles are declined without review.
5. Authorship discipline at upload. The guide tells authors to use institutional or professional email addresses and to name independent referees with institutional email addresses. It also states that only one corresponding author is allowed and that the submitting author must be the corresponding author.
What requirements and timeline should you check before Engineering Structures upload?
Requirement | What to do before upload | Why it matters |
|---|---|---|
Case-study screen | State the transferable scientific or technical innovation in the abstract and introduction | The journal generally does not accept routine case studies |
Multi-part screen | Consolidate into one self-contained paper unless the split is essential | Multiple-part papers are generally not accepted |
Review proposal | Contact the responsible Editors-in-Chief before full upload | Unsolicited review articles are declined without review |
Corresponding author | Finalize the single corresponding author before submission | Post-submission changes are tightly restricted |
Suggested reviewers | Use independent experts with institutional email addresses | The guide flags this explicitly |
Timeline expectation | Expect a fast initial editorial screen and longer reviewed path | ScienceDirect lists 10 days to first decision and 69 days to decision after review |
What editorial triage timeline should you expect?
Stage | What happens | Practical timing |
|---|---|---|
Day 0 | Upload through Elsevier's submission system with highlights, manuscript files, author data, and reviewer suggestions | Same day |
Days 1-3 | Administrative and technical checks catch missing files, author-email issues, declarations, reviewer details, and highlight problems | Usually before an editor reads the paper |
Days 4-10 | Lead or handling editor screens the abstract, highlights, article type, case-study shape, review-article route, and fit with structural engineering or mechanics | ScienceDirect lists about 10 days to first decision |
Weeks 2-10 | If sent out, external reviewers assess novelty, validation, mechanics rigor, and whether the study generalizes beyond the named structure | ScienceDirect lists about 69 days to decision after review |
Months 3-5 | Revision, final checks, and production move stronger papers toward acceptance | ScienceDirect lists about 153 days to acceptance |
The first 10 days are the part authors can influence most before submission. Once the manuscript looks like a routine bridge, building, tunnel, tower, or specimen report, later formatting discipline will not rescue the journal-fit problem.
- Day 0: upload through Elsevier with highlights and author metadata.
- Days 1-3: administrative and technical checks catch missing files or author-detail gaps.
- Days 4-10: editor screens contribution type, case-study shape, and Engineering Structures fit.
- Weeks 2-10: external review tests validation, novelty, and generalizability if the paper passes triage.
What is the Engineering Structures corresponding-author policy?
Engineering Structures has a strict corresponding-author policy: change to the corresponding author after initial submission is not permitted, except in a special case where the corresponding author moves institution between submission and publication and prior approval from the handling Editor-in-Chief has been obtained.
For manuscripts with PhD students, multi-institution teams, or industry collaborators, this is not clerical. Decide before upload who will be the single corresponding author, verify the affiliation and email, and make sure the same person submits the manuscript. The submission checklist is unusually explicit that post-submission corresponding-author changes can trigger rejection.
How does the Engineering Structures review-article proposal process work?
Authors wishing to submit a review article must first contact the Editors-in-Chief responsible for their region with a proposal that includes:
- a description or abstract of the proposed review
- list of all authors
- corresponding author's CV
- list of work the authors have done or published in the area
This is unusual for engineering journals and reflects Engineering Structures' careful curation of review-article content. If you have a review article, do not treat the normal upload portal as the first step. Contact the responsible Editors-in-Chief with the proposal first. If the review is not invited after that assessment, the full manuscript is not likely to receive a normal review route.
How does Engineering Structures compare with peer journals?
Journal | Better fit when | Main risk if you choose it wrong |
|---|---|---|
Engineering Structures | The manuscript advances structural engineering or structural mechanics and is not merely a project case study | Case-study form hides the scientific or technical innovation |
Structures | Applied structural engineering work with broader case or practice orientation | Contribution may be less research-frontier focused than Engineering Structures expects |
Composite-material structural behavior is central | The manuscript is really a general structural mechanics paper | |
Journal of Constructional Steel Research | Steel construction, steel members, joints, and design behavior dominate | The paper is broader than steel construction |
Soil Dynamics and Earthquake Engineering | Seismic, soil-structure, or earthquake-response focus dominates | The main novelty is structural mechanics outside the seismic lane |
Peer journal | Editorial center | Better fit than Engineering Structures when | Routing warning |
|---|---|---|---|
Structures | Applied structural engineering and case-study/application work | The manuscript documents a structure, bridge, building, or project more than a transferable method | Engineering Structures may screen it as a case study |
Computers & Structures | Computational mechanics and numerical methods | The contribution is a solver, algorithm, or computational framework | Engineering Structures may ask where the structural-engineering evidence is |
Engineering Failure Analysis | Failure cases and forensic engineering | The manuscript explains why a structure failed | Engineering Structures may see the case as too forensic |
Composite Structures | Composite-material structural behavior | The novelty depends on composite materials, laminates, or sandwich structures | Engineering Structures may be too broad |
The routing mistake we see most often is not choosing too low a journal. It is choosing Engineering Structures for a well-executed engineering case that lacks a research-frontier advance.
What recent Engineering Structures research direction matters?
Recent issues span structural dynamics, earthquake engineering, structural reliability, computational structural mechanics, structural health monitoring, structural materials behavior, additive manufacturing for engineering structures, modular construction, and innovations in performance-based design. The DOI prefix is 10.1016/j.engstruct.* with paper-specific identifiers.
The common thread is not a structure type. It is the presence of a generalizable structural or mechanics advance. A bridge paper, tower paper, pipeline paper, or tunnel paper can fit if it advances modeling, testing, reliability, design, monitoring, or mechanics. The same paper can fail if it only documents a completed project.
What should be in the Engineering Structures submission checklist before upload?
- [ ] The abstract states the structural or mechanics advance, not only the structure being studied.
- [ ] The introduction compares the contribution with the state of research.
- [ ] The manuscript is not framed as a routine case study unless the high-level innovation is explicit.
- [ ] The manuscript is not split into multiple parts unless the innovation justifies that structure.
- [ ] Review articles have prior proposal approval from the responsible Editors-in-Chief.
- [ ] The corresponding author is final, uses an institutional or professional email, and is the person submitting.
- [ ] Suggested referees are independent and use institutional email addresses.
A Engineering Structures manuscript readiness check can catch whether the manuscript looks like a case study, whether the novelty claim is visible, and whether the review-article or corresponding-author rules are being handled correctly. You can also start with the general Engineering Structures manuscript fit check if you are still deciding between structural-engineering venues.
If your main uncertainty is target selection rather than formatting, use the Engineering Structures case-study readiness check before committing the paper to Engineering Structures.
Readiness check
Run the scan against the requirements while they're in front of you.
See score, top issues, and journal-fit signals before you submit.
What failure patterns do we see before Engineering Structures submission?
The safest way to prepare for Engineering Structures is to ask whether the manuscript would still be valuable if the named bridge, building, tunnel, tower, specimen, or project were replaced by another example. If the answer is no, the draft may be a case study rather than a generalizable structural-engineering contribution.
In practice, we see authors lose fit because the novelty is real but hidden. A paper may contain a strong finite-element insight, monitoring method, experimental design, or reliability contribution, yet the abstract reads like project documentation. Editors specifically screen for novelty over the state of research, so the first page has to state the transferable advance before the project details take over.
Decision risks before submitting to Engineering Structures
Across structural-engineering manuscripts targeting Engineering Structures, three recurring decision risks matter most across submissions that the journal's editors filter out at the desk-screen stage.
(Per Elsevier published guidelines and ScienceDirect metrics, Engineering Structures requires a structural-engineering contribution with analytical or experimental novelty over the state of the art, lists an 18 percent acceptance rate, requires 3-5 article highlights (max 85 characters each) at submission, declines case-study documentation without high-novelty framing, requires advance proposal approval for review articles, and routes to the sister journal Structures for higher-volume case-study and applications work.)
Use the three checks below before you open Elsevier Editorial Manager upload slot.
Documentation-shaped case study
Across Engineering Structures-targeted manuscripts, we consistently see authors submit case studies (single-building seismic-retrofit project, single-bridge monitoring program, single-tunnel construction document, single-tower wind-response analysis, single-dam aging assessment, single-specimen experimental campaign) where the contribution reads as documentation of work done on a specific structure rather than as a transferable structural-engineering advance the field can use.
Engineering Structures' editorial culture is explicit: the journal declines case studies absent clear scientific or technical innovation, and the test we apply is whether the manuscript would still be valuable if the named structure were replaced by another example.
Specific patterns Engineering Structures handling editors flag at desk: abstracts that lead with the project name / location / dimensions / construction year rather than with the analytical or experimental contribution; introductions that motivate the work as "no comprehensive study of this structure exists" rather than as a transferable methodological or mechanistic gap; methods sections that describe the specific structure's geometry and material properties without explaining what is methodologically novel;
results sections organized as project-deliverable narratives rather than as evidence for a generalizable claim; conclusions that summarize what was learned about the specific structure rather than what the structural-engineering community should now do differently.
Manuscripts with this shape get redirected within 2-3 weeks to:
- Structures (the higher-volume Elsevier sister journal that accepts case studies)
- Engineering Failure Analysis (failure case studies)
- Practice Periodical on Structural Design and Construction (ASCE applications venue)
- Bridge Engineering / Bridge Structures (bridge-specific)
- Tunnelling and Underground Space Technology (tunnel-specific), or specialty geographic venues
The fix is to identify the transferable structural-engineering advance first (a new analytical method, a new experimental technique, a new monitoring approach, a new design rule, a new reliability framework, a new computational approach), build the abstract around that advance with the named structure as evidence, and write the introduction so the gap is methodological / mechanistic rather than documentary.
Check whether your Engineering Structures manuscript reads as transferable structural research →
Analytical or computational paper without experimental or full-scale validation
We frequently see Engineering Structures manuscripts submit finite-element analyses (ANSYS / ABAQUS / OpenSees / LS-DYNA / SAP2000 / ETABS / MIDAS / STAAD / Diana), analytical formulations (closed-form derivations, mechanics-based models), or computational studies (machine-learning surrogates, reduced-order models, probabilistic frameworks) without the experimental or full-scale validation that Engineering Structures reviewers consider essential for analytical/computational contributions.
The specific validation elements Engineering Structures reviewers (most of whom are structural-mechanics specialists with experimental backgrounds) check for:
- experimental validation against authors' own laboratory tests (cyclic / monotonic loading test, shake-table test, wind-tunnel test, vibration measurement, strain-gauge / DIC / fiber-optic measurement with named instrumentation and measurement uncertainty per ISO GUM)
- validation against published experimental data with full citation and within-uncertainty agreement
- validation against established benchmark problems (PEER Tall Building Initiative benchmarks, NSEL benchmarks, ASCE Benchmark Structures for control, Bouc-Wen-Baber-Noori benchmark for hysteresis)
- mesh-convergence study with at least 3 mesh refinements and stated discretization error
- element-formulation justification (solid vs shell vs beam, full vs reduced integration, hourglass control)
- material-model justification (constitutive law with named source for parameter values, validation against material-level tests)
- for nonlinear dynamics, time-step convergence
- for ML surrogates, train / validation / test split with statistical metrics (MAPE, R², physics-consistency checks)
Manuscripts that omit these elements when the contribution depends on the model's predictive accuracy face revision requests adding 4-6 months or get redirected to more theoretically-oriented venues (Computers & Structures, International Journal of Solids and Structures, Earthquake Engineering & Structural Dynamics for EQ-specific, Wind & Structures for wind-specific). The fix is to include experimental or full-scale validation as primary evidence (against authors' tests or published benchmarks), document mesh convergence and material-model parameter sources, and tie every predictive claim to validation evidence.
Check whether your Engineering Structures validation package supports the claim level →
Wrong structural-engineering sister venue
The third recurring pattern in Engineering Structures-targeted manuscripts is misrouting within the structural-engineering journal landscape. Engineering Structures handling editors specifically check whether the contribution fits Engineering Structures (broad-scope analytical / experimental structural-engineering contributions with high novelty over state of the art) or another venue:
- Structures (Elsevier sister journal with broader case-study and applications scope)
- Engineering Failure Analysis (failure case studies, forensic engineering)
- Computers & Structures (computational mechanics with strong numerical-methods focus)
- International Journal of Solids and Structures (solid-mechanics theory and methods)
- Earthquake Engineering & Structural Dynamics (earthquake-engineering specialty)
- Soil Dynamics and Earthquake Engineering (geotechnical-EQ interface)
- Bulletin of Earthquake Engineering (European EQ specialty)
- Journal of Structural Engineering (ASCE flagship)
- ACI Structural Journal (concrete-structures specialty)
- Journal of Constructional Steel Research (steel-structures specialty)
- Composite Structures (composite-materials structures)
- Cement and Concrete Composites (concrete-materials specialty)
- Construction and Building Materials (materials-focused with structural application)
- Wind and Structures (wind engineering)
- Structural Health Monitoring (SHM specialty)
- Smart Materials and Structures (smart-systems)
- Journal of Bridge Engineering (bridge specialty)
- Tunnelling and Underground Space Technology (tunnel specialty)
- Thin-Walled Structures (thin-walled-element specialty)
Manuscripts misrouted face desk redirects within 2-3 weeks; common misroutes are case studies that fit Structures, computational-methods-focused work that fits Computers & Structures, EQ-engineering work that fits EESD, and material-specific work that fits ACI / JCSR / Composite Structures.
The fix is to read 3-5 recent papers from each candidate venue before choosing, identify which venue's editorial center matches the contribution (broad structural with high novelty = Engineering Structures; computational-methods focus = Computers & Structures; EQ-specific = EESD; case-study or applications = Structures; material-specific = ACI / JCSR / Composite Structures / etc), and write the cover letter to justify Engineering Structures specifically over the sister and specialty alternatives.
Check whether your Engineering Structures manuscript is submission-ready →
Submit If
- the contribution is original research with clear novelty over the state of research
- the work is structural engineering or structural mechanics
- the structure being studied is evidence for a generalizable advance
- the manuscript is not a routine case study
- the manuscript is not a multi-part submission without high-novelty justification
- for review articles, you have received proposal approval first
- the corresponding author and institutional email details are final
Think Twice If
- the abstract mainly describes a bridge, building, tunnel, tower, or event, but not the structural or mechanics advance
- the methods section validates one case without showing why the result generalizes beyond that case
- figures and tables document a project more than they test a scientific or technical claim
- the manuscript is split into Part I and Part II without a high-novelty justification
- review-article submission is being made without prior proposal approval
- the corresponding author is not final, uses a generic email, or is not the person submitting
What to read next
- Is Engineering Structures a good journal?
- Structures Submission Guide
- Composite Structures Submission Guide
Related submission guides
Use these nearby guides when the target journal is still uncertain:
Related status guide
If your manuscript is already in the portal, use the Engineering Structures Under Review status guide to interpret the status window, follow-up threshold, and reviewer-risk preparation while you wait.
Last verified: 2026-05-26 against Engineering Structures editorial pages.
Frequently asked questions
Submit through Elsevier's online submission system. The journal is led by a Lead Editor-in-Chief alongside several Editors-in-Chief; verify the current Lead Editor-in-Chief on the journal's editorial-team page before quoting any name in a cover letter. The journal publishes original research, review articles, short communications, and discussions on structural engineering and structural mechanics. Authors wishing to submit a review article should first contact the Editors-in-Chief responsible for their region with a proposal.
Case studies are generally not accepted. Multiple-part papers are generally not accepted. Both can be considered only if related to a clear and high-level scientific or technical innovation. Authors who submit case studies or multi-part papers without exceptional novelty face desk rejection.
The journal lists a Lead Editor-in-Chief alongside several Editors-in-Chief on its ScienceDirect editorial board. Verify the current Lead Editor-in-Chief on the journal's editorial-team page before quoting any name in a cover letter.
Scientific and technical papers in structural engineering and structural mechanics, especially new developments or innovative applications of structural and mechanics principles and digital technologies for analysis and design of engineering structures.
Case studies are generally not accepted unless they are related to clear and high-level scientific or technical innovation. Authors should frame work as scientific or technical innovation, not as case-study documentation.
Sources
Before you upload
Choose the next useful decision step first.
Move from this article into the next decision-support step. The scan works best once the journal and submission plan are clearer.
Use the scan once the manuscript and target journal are concrete enough to evaluate.
Anthropic Privacy Partner. Zero-retention manuscript processing.