Bridge Design and Structural Engineering Review

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A set of flashcards covering key principles of bridge design, aesthetics, fixed links, design specifications, railroad loading, structural performance indicators, and structural theory.

Last updated 3:17 PM on 9/2/26
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31 Terms

1
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Which stage of bridge design is considered the most critical and difficult?

Conceptual stage

2
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What two factors are absolute requirements in the mission of bridge design?

Safety and Functionality

3
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What are the four fundamental types of bridges?

Girder, arch, cable-stayed, and suspension

4
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Why are bending structural elements considered less efficient in bridge design?

Because they add unnecessary dead weight

5
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Why is a flexible bridge better during an earthquake?

Increasing stiffness only results in higher earthquake forces

6
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What triangle is the Villard Diagram based on?

2:32:3

7
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What are the three core principles of structural art?

Efficiency, economy, and elegance

8
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Which dimension of a structure is defined by elegance?

Symbolic dimension

9
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In the bridge design process, what step should come first?

Form generation

10
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How are Immersed Tunnels constructed?

From prefabricated elements sunk into a seabed trench

11
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How is the Bataan–Cavite Interlink Bridge (BCIB) categorized?

Combined/Hybrid Link

12
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In the planning of major fixed links, which phase includes Cost-Benefit Analysis, Site Data Collection, Concept studies, Feasibility studies, and Tender design?

Phase 1: Feasibility and Basic Conditions

13
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What does the abbreviation ASD stand for in highway bridge specifications?

Allowable Stress Design

14
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What does the Reliability Index (β\beta) measure in structural design?

Structural safety

15
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Which limit state in LRFD protects a bridge from repeated traffic loading?

Fatigue and Fracture Limit State

16
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What does redundancy mean in Load and Resistance Factor Design (LRFD)?

Multiple load paths to keep the bridge stable if one member fails

17
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Which bridge design method uses the full plastic strength of a steel beam regardless of the bending axis?

Load Factor Design (LFD)

18
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What is the primary purpose of the HL-93 Design Vehicular Live Load?

To provide the standard traffic loading used for bridge design

19
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Why is the Multiple Presence Factor used in bridge load analysis?

To account for the probability that multiple traffic lanes are fully loaded simultaneously

20
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What key characteristic distinguishes a railroad bridge from a typical highway bridge?

Higher live-load-to-dead-load ratio and greater concern for fatigue and deflection

21
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For a 36m36\,m steel railroad bridge with a depth-to-span ratio of 1:91:9 to 1:121:12, what is a reasonable beam depth?

3.5m3.5\,m

22
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In high-speed railway systems, how is high speed generally defined?

Speeds greater than 200km/h200\,km/h

23
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Under the Taiwan High-Speed Rail Project (THSRP), what is the maximum slope change allowed for simply supported spans?

1 in 10001\text{ in }1000

24
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What type of railway load is defined as a concentrated horizontal force of 98.1kN98.1\,kN applied perpendicular to the track centerline at the top of the low rail?

Nosing Effect

25
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How do the relative costs of the superstructure and substructure change as the span length of a bridge increases?

Cost of superstructure increases; cost of substructure decreases

26
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In structural reliability analysis, what state does g(X)=0g(X) = 0 represent?

Limit state

27
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What rating scale does the Pontis condition rating system use to evaluate bridge elements?

1 to 5

28
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Which statistical method combines a Prior Distribution with Likelihood data to update structural performance models?

Bayesian Updating

29
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Which fundamental equation of structural theory ensures that connected parts of a structure deform together without separation or overlap?

Compatibility

30
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According to the contragredient law in structural analysis, what is the relationship between the force transformation matrix and the displacement transformation matrix?

They are transposes of each other

31
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Which formulation in structural analysis uses the original unstrained configuration as its reference frame?

Total Lagrangian Formulation