From Capability Integration to Value Co-Creation: A Case Study on the Dynamic Capability Mechanisms of the F+EPC+O Model in Super-High-Rise Projects
Abstract
1. Introduction
2. Literature Review
2.1. Development of Integrated Governance Models
2.2. Collaborative Mechanisms of Project-Based Organizations from a Dynamic Capabilities Perspective
2.3. Research Gap and Study Positioning
3. Methodology and Case Description
3.1. Research Design and Technical Route
- Theoretical fit: Candidate projects must span the full value chain from financing, design, and construction to operation, and be governed by a single controlling entity. This requirement is intended to minimize confounding effects arising from differences in cross-organizational coordination mechanisms [71].
- Extreme complexity: Candidate projects must exhibit high levels of complexity along the technological–organizational–environmental (TOE) dimensions. Specifically, they should involve highly coupled multi-disciplinary systems, multiple stakeholders, and high levels of uncertainty, thus providing a stress test context in which underlying mechanisms can be amplified and examined [72].
3.2. Case Selection and Project Overview
3.3. Data Acquisition and Analysis Methods
- Internal project documentation: This includes investment and design-phase scheme documents, contract clauses, design change records, meeting minutes, and construction progress records. Key financial data—such as total investment, cost savings, and NPV (net present value) improvements—have been independently verified by the Audit Department of CCCC, ensuring data reliability.
- Digital collaboration platform outputs: These refer mainly to data generated by the BIM/CIM systems, including modeling information, change logs, and collaboration records. Key indicators such as issue-closure rates and numbers of clash-detection events are automatically generated by the platform. Data extraction is carried out by the project information management department, which is organizationally independent of the design and construction departments, in order to reduce human bias.
- Interview data: The research team conducted semi-structured interviews with key decision-makers, design leaders, construction managers, and operation representatives involved in the project, thereby covering stakeholders from investment, design, construction, and operation.
4. Findings
4.1. Project Complexity and Governance Challenges
- Technical complexity arises from the high degree of coupling among multiple professional systems within limited spatial constraints. In this project, dense MEP shafts are arranged between the concrete core and peripheral steel structure, where structural adjustments affect MEP routing, which in turn alters façade anchoring nodes and construction sequences. Such interdependencies leave minimal design tolerances; unilateral decisions by individual disciplines are infeasible, and design changes often trigger cascading effects. Effective governance therefore requires cross-disciplinary, real-time decision-making capabilities.
- Information complexity stems from heterogeneous, multi-source data environments. In the early stages, inconsistent data standards caused difficulties in model integration and delays in information transmission, leading to design conflicts and spatial clashes. This demonstrates that the effectiveness of integrated governance critically depends on a shared information platform capable of harmonizing heterogeneous data and ensuring consistency as the foundation for collaborative decision-making.
- Organizational complexity reflects intrinsic differences in objectives, incentives, and work rhythms among participants. Although the F+EPC+O model unified investment, design, construction, and operation under CCCC, intra-organizational performance orientations still diverged: the investment department prioritized NPV and IRR; designers emphasized innovation and regulatory compliance; the construction team focused on schedule and safety; and the operations team stressed maintainability and energy efficiency. These misaligned goals caused early-stage decision conflicts despite institutional unification.
- Environmental complexity results from multiple external constraints, including urban, policy, and social factors. The project’s core-city location meant limited site space, heavy surrounding traffic, and overlapping underground structures with metro tunnels, requiring continuous coordination with rail authorities. The region’s frequent typhoons posed heightened safety and scheduling risks, while evolving green-building and energy-efficiency standards further increased design compliance challenges.
4.2. Institutional Features of the Investment-Led F+EPC+O Model
4.2.1. Advantages and Limitations of Institutional Integration
- Insufficient cognitive integration: despite the presence of the incentive-unity mechanism, the design team in the early stages continued to optimize schemes according to established professional logics. For example, the MEP system was initially configured using conventional office-building standards without adequately accounting for the specific operational requirements of the hotel component. As a result, substantial modifications to the chiller and cold-source configuration became necessary in the late construction phase once the issue surfaced. This case illustrates a misalignment between the formally defined value anchor and the actual value cognition guiding practitioners’ decision-making.
- Limited process coupling: despite the presence of power symmetry in formal decision-making structures, interdepartmental process inertia remained evident. Performance appraisal systems and work rhythms across functions largely followed prior routines, resulting in departmental path dependence in collaborative activities. Consequently, coordination meetings were frequent, yet they exhibited low closure efficiency, and the cost of cross-functional collaboration manifested as increased organizational friction.
- Fragile learning mechanisms: although the project adopted an extended temporal horizon, knowledge feedback mechanisms were not systematically institutionalized in the early stages. Experience transfer relied primarily on ad hoc meetings and informal communication, leading to a pattern of organizational learning that was reactive rather than embedded in formal processes. As key personnel rotated or departed, the project faced heightened risks of knowledge discontinuity.
4.2.2. Operational Distinction Between Institutional Integration and Capability Integration
4.3. Formation of Dynamic Capabilities: Activating Institutional Preconditions into Organizational Capabilities
4.3.1. Formation of Dynamic Capabilities and Theoretical Framing
- Incentive unity → Formation of sensing capability: By anchoring the performance of all functions to the project’s 20-year net present value (NPV), the incentive-unity mechanism redefines the criteria for valuable information. Design, construction, and operations teams are no longer oriented toward phase-specific optimization; instead, guided by a shared value anchor, they actively identify cross-phase trade-offs and opportunities that enhance long-term outcomes. This orientation is reinforced through institutionalized routines such as ex ante NPV assessments, early participation of the operations unit, and the use of cross-phase trade-off checklists. Collectively, these routines constitute the cognitive basis for project-level sensing capability.
- Power symmetry → Formation of seizing capability: By combining a joint decision-making mechanism with the BIM/CIM information platform, power symmetry breaks the traditional hierarchical barrier between owner and contractor, placing investment, design, construction, and operations in a relatively balanced position in terms of both information and decision-making power. Visualization-based discussions on a unified model and cross-functional joint meetings enable the opportunities and risks identified at the sensing stage to be rapidly converted into concrete action commitments. This gives rise to a high-speed linkage between information, decision, and execution—that is, a project-level seizing capability.
- Extended temporal horizon → Formation of reconfiguring capability: Extending the responsibility horizon from 2–5 years to 20 years forces the project team to confront the long-term consequences of its decisions during the operation phase, and encourages the organization to establish feedback channels from operations back to design and investment. Through mechanisms such as a unified BIM–CIM database, operation-data tracking, and standardized manuals, project experience is continuously codified and used for subsequent projects as well as for revising internal standards, thereby demonstrating an ongoing capability to reconfigure processes and knowledge systems.
4.3.2. Sensing: A Benefit-Oriented Cognitive-Focusing Mechanism
4.3.3. Seizing: Efficient Implementation Driven by Information and Organizational Coordination
4.3.4. Reconfiguring: Continuous Renewal Through Performance Incentives and Feedback Loops
4.3.5. The SSR Synergy Mechanism: From Capability Cycles to Complexity Absorption
4.4. Validation of Dynamic Capabilities and Benefit Analysis
5. Discussion
5.1. From Institutional Integration to Capability Integration
5.2. Project-Level Operationalization of Dynamic Capabilities
5.3. Viewing Dynamic Capabilities as a Mechanism for Complexity Absorption
5.4. Practical Contributions
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
Abbreviations
| F+EPC+O | Financing–Engineering, Procurement and Construction–Operation |
| SHBs | Super-high-rise buildings |
| DCT | Dynamic Capabilities Theory |
| SSR | Sensing–Seizing–Reconfiguring |
| BIM | Building Information Modeling |
| CIM | City Information Modeling |
| NPV | Net present value |
| O&M | Operation and maintenance |
| DBB | Design–Bid–Build |
| EPC | Engineering, Procurement and Construction |
| IPD | Integrated Project Delivery |
| PPP | Public–Private Partnership |
Appendix A
| No. | Category | Initial Preferred Scheme | Adjusted Scheme | Investment Difference USD (Thousand) | Construction Impact | 20-Year NPV Improvement USD (Thousand) | Net Benefit (NPV—Investment) USD (Thousand) |
|---|---|---|---|---|---|---|---|
| 1 | Structural System Optimization | Conventional frame + SRC columns (RC beams) | CFT columns + steel beams (including ring trusses) | 4502 | Construction period reduced by approximately 27% (from 448 to 326 days) | 5768 | 1266 |
| 2 | Structural–Architectural Coordination | Lower V-shaped column with conventional frame + core tube | CFT columns + steel beams + ring trusses | 3517 | Construction period shortened by approximately 20%; simplified working platform | 4502 | 985 |
| 3 | Structural System Selection | Megacolumn frame + core tube | Conventional frame + core tube | −9848 | Construction complexity significantly reduced | 3658 | 13,506 |
| 4 | Material System Selection | SRC composite column system | CFT composite column system | 2110 | Each floor cycle shortened by approximately 3.5 days | 2673 | 563 |
| 5 | Banquet Hall Spatial Structure | Large truss on west side | Small truss configuration | −704 | Simplified hoisting and reduced schedule duration | 422 | 1126 |
| 6 | Cooling Source System Configuration | 4 × 1200 RT (equal capacity) | 3 × 1200 RT + 1 × 600 RT | 422 | — | 1337 | 915 |
| No. | Discipline | Area | Type | Quantity |
|---|---|---|---|---|
| 1 | Architectural/Structural | Basement | Intra-disciplinary | 27 |
| 2 | Inter-disciplinary | 24 | ||
| 3 | Podium | Intra-disciplinary | 11 | |
| 4 | Inter-disciplinary | 9 | ||
| 5 | Tower | Intra-disciplinary | 8 | |
| 6 | Inter-disciplinary | 9 | ||
| 7 | MEP | Basement | Electrical | 327 |
| 8 | Plumbing and Drainage | 385 | ||
| 9 | HVAC | 131 | ||
| 10 | Combined | 126 | ||
| 11 | Podium | Electrical | 134 | |
| 12 | Plumbing and Drainage | 128 | ||
| 13 | HVAC | 95 | ||
| 14 | Combined | 78 | ||
| 15 | Tower | Electrical | 217 | |
| 16 | Plumbing and Drainage | 195 | ||
| 17 | HVAC | 186 | ||
| 18 | Combined | 117 | ||
| Total | 2207 | |||
| No. | Application Scenario | Challenges | Applied Technology/Process | Main Outcomes |
|---|---|---|---|---|
| 1 | Subway Entrance Support Removal | Multiple units working in confined space with high safety risks | BIM-based construction organization simulation and optimization | Optimized the support scheme (from six stages and five supports to four stages and three supports), reducing complexity and risk while improving safety and efficiency. |
| 2 | Pile Foundation Construction | Complex geology with boulders and large variations in pile length | C3D + BIM simulation for composite hole forming; ArchiCAD-based parametric pile length calculation | Shortened the construction schedule by 15 days; achieved a 98.3% qualified rate for pile bearing depth; reduced pile head cutting rate (96.3% of piles with trimming depth < 0.5 m). |
| 3 | Core Tube Climbing | Tight schedule for a SHBs structure | Asynchronous climbing formwork technique combined with Revit-based dynamic simulation | Accurately verified the vertical flow rhythm of construction, overcoming traditional scheduling bottlenecks. |
| 4 | Inclined Wall at High Altitude | High-altitude variable cross-section (floors 27–31) with high difficulty and risk | BIM-based scheme comparison; composite scaffolding system (climbing + cantilever) with dynamic simulation briefing | Ensured stability and safety of complex high-altitude variable-section construction and improved operational efficiency. |
| 5 | Y-shaped Steel Column | Complex joint geometry, heavy components, and high installation precision | Tekla-based detailed design, Revit-based clash detection, and virtual hoisting simulation | Provided accurate construction references, ensured smooth installation of components, and improved precision and efficiency. |
| 6 | High Formwork System | Heavy loads and large support height (up to 28.57 m) | BIM-based simulation and verification combined with modular ring-lock scaffolding | Ensured structural safety of high formwork systems, achieved precise quantity estimation, and reduced on-site rework and clashes. |
| 7 | Mass Concrete Pouring | High risk of temperature-induced cracking due to heat of hydration | 4D-BIM dynamic simulation of the pouring process | Optimized pouring sequence and strategy, ensuring construction quality and schedule control. |
| 8 | Heavy Steel Column Installation | Extremely heavy components (up to 19 tons) with high hoisting risks | Segmented component assembly, Midas structural stress analysis, and BIM-based hoisting simulation | Ensured hoisting safety, eliminated the need for larger cranes, and improved resource utilization efficiency. |
| 9 | Vertical Shaft of SHBs | Complex vertical pipelines; high collision risk in traditional 2D design | BIM-based 3D modeling and clash detection | Eliminated pipeline collisions at the design stage, fundamentally preventing on-site rework and repair. |
| 10 | Intelligent Robots | Complex curved-surface layout prone to manual errors; time-consuming measurement process | Layout robot using Rhino for coordinated extraction; measurement and inspection robot | Eliminated human errors in complex layout tasks and significantly improved measurement efficiency (from three workers in 60 min to one worker in 4 min). |
| 11 | Prefabricated Equipment Room | Low efficiency and poor quality control in traditional on-site construction | BIM integration with factory prefabrication (BIM + prefabricated system) | Achieved substantial quality improvement, doubled efficiency through parallel operations, and maximized resource utilization. |
| 12 | Welding Robots | Large welding volume and stringent quality requirements in steel structures | BIM-based standardized modeling with sensor-integrated welding robots | Achieved a 99.9% weld pass rate, significantly improved welding efficiency and quality, and reduced labor costs. |
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| Institutional Design Logic | Primary Governance Advantages (Empirical Evidence) | Limitations and Challenges (as Observed in the Hemei Center Project) |
|---|---|---|
| Incentive Unity—Aligning investment returns with operational performance to create a full-lifecycle value anchor |
|
|
| Power Symmetry—Achieving information symmetry through joint internal decision-making mechanisms and BIM-based data platforms |
|
|
| Extended temporal horizon—Extending the responsibility horizon to 20 years to strengthen organizational learning |
|
|
| Overall Effects |
|
|
| Comparison Dimension | Institutional Integration | Capability Integration |
|---|---|---|
| Definition Focus | Structural integration: aligning objectives through the consolidation of responsibilities, authority, and incentive mechanisms. | Processual integration: achieving cross-stage coordination through the development and enactment of dynamic capabilities. |
| Level of Analysis | Institutional-design level (Static Configuration) | Organizational-behavior level (Dynamic Process) |
| Core Questions | Who coordinates? How are responsibilities and incentives linked? | How does coordination occur? How is learning generated and sustained? |
| Theoretical Property | Antecedent condition | Mediating mechanism |
| Key Characteristics | Unified incentives, power symmetry, and extended temporal horizon | Sense–Seize–Reconfigure (SSR) cycle |
| Observable Indicators |
|
|
| Analytical Purpose | To identify the structural preconditions for integration | To uncover the generative and operational mechanisms of dynamic capabilities |
| Capability Dimension | Core Institutional Foundation | Key Verification Indicators | Indicator Performance | Data Sources |
|---|---|---|---|---|
| Sensing: Benefit-oriented cognitive focusing | Incentive unity (unified NPV evaluation) | ① NPV improvement rate | Average NPV improvement of 8–12%; 43 key cross-phase trade-off issues identified, 12 of which entered joint decision meetings; 75% had positive impacts on operational indicators | Cost–benefit analysis reports; design optimization records |
| ② Number of cross-phase issues identified | ||||
| Seizing: Implementation through information and organizational coordination | Power symmetry (joint decision-making mechanism) | ① Issue-closure rate | A total of 2206 issues were identified, with a closure rate of 96%; average decision cycle of 5.2 days, approximately 62% shorter than in traditional models | BIM/CIM platform logs; meeting minutes |
| ② Decision-response timeliness | ||||
| Reconfiguring: Performance-driven continuous reconfiguration | Extended temporal horizon (long-term accountability) | ① Knowledge-item reuse rate | Knowledge base contains 320 entries, with a reuse rate of 35%; O&M costs reduced by 1365 thousand USD | Corporate knowledge management system; audit reports |
| ② O&M cost savings |
| Benefit Category | Main Source | Economic Gain USD (Thousand) | Proportion | Notes |
|---|---|---|---|---|
| Sensing benefits | Full lifecycle NPV optimization; early involvement of operations | 4854 | 48.60% | Maximization of long-term value through cross-phase trade-offs identified at design stage |
| Seizing benefits | Digital coordination and parallel decision-making | 1801 | 18.00% | Higher decision efficiency and coordination, reduced rework losses |
| Reconfiguring benefits | Operational feedback, knowledge reuse, and process improvement | 1365 | 13.70% | Lower O&M costs; enhanced organizational learning and adaptability |
| Indirect benefits | Risk reduction and enhanced organizational coordination | 1970 | 19.70% | Improved overall execution quality and risk-control capability |
| Total | — | 9989 | 100% | — |
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© 2025 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Share and Cite
Pan, J.; Zhang, Q.; Su, Y.; Lin, H.; Xu, Q.; Yao, M. From Capability Integration to Value Co-Creation: A Case Study on the Dynamic Capability Mechanisms of the F+EPC+O Model in Super-High-Rise Projects. Buildings 2025, 15, 4258. https://doi.org/10.3390/buildings15234258
Pan J, Zhang Q, Su Y, Lin H, Xu Q, Yao M. From Capability Integration to Value Co-Creation: A Case Study on the Dynamic Capability Mechanisms of the F+EPC+O Model in Super-High-Rise Projects. Buildings. 2025; 15(23):4258. https://doi.org/10.3390/buildings15234258
Chicago/Turabian StylePan, Ji, Qi Zhang, Yu Su, Huiting Lin, Qianlan Xu, and Minfeng Yao. 2025. "From Capability Integration to Value Co-Creation: A Case Study on the Dynamic Capability Mechanisms of the F+EPC+O Model in Super-High-Rise Projects" Buildings 15, no. 23: 4258. https://doi.org/10.3390/buildings15234258
APA StylePan, J., Zhang, Q., Su, Y., Lin, H., Xu, Q., & Yao, M. (2025). From Capability Integration to Value Co-Creation: A Case Study on the Dynamic Capability Mechanisms of the F+EPC+O Model in Super-High-Rise Projects. Buildings, 15(23), 4258. https://doi.org/10.3390/buildings15234258

