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Seismic Analysis Overview and Basis

Total questions: 14

Worksheet time: 7mins

Name
Class
Date
1.

In the diagram of seismic analysis procedures, which method is a linear dynamic approach for estimating modal responses?

a)

Time History Analysis with nonlinear hinges

b)

Equivalent Lateral Force method for low-rise

c)

Push-over analysis for performance curves

d)

Response Spectrum Analysis using modal shapes

2.

According to the design basis shown, which set of factors must be considered when determining structural design procedure limitations?

a)

Material unit costs and contractor schedule

b)

Local weather and seasonal temperature

c)

Seismic zoning and site characteristics

d)

Owner preferences and architectural style

3.

Which occupancy category typically has the highest seismic importance factor I for earthquake-resistant design?

a)

Standard Occupancy Structures like offices

b)

Special Occupancy Structures for assembly

c)

Hazardous Facilities like chemical plants

d)

Miscellaneous structures with minor use

e)

Essential Facilities such as hospitals

4.

A facility’s nonstructural components require anchorage for life-safety systems. Which seismic importance factor Ip is most appropriate?

a)

Ip equals 2.0 for essential structures

b)

Ip equals 1.0 for all components

c)

Ip equals 1.25 for anchored parts

d)

Ip equals 1.5 for life-safety anchorage

e)

Ip equals 0.75 for minor elements

5.

A site must be assigned a soil profile type using properly substantiated geotechnical data. Which statement best describes the default classification when soil properties are insufficiently known?

a)

Use Type SE until lab tests are available

b)

Use Type SF for conservative design always

c)

Use Type SD unless SE or SF is confirmed

d)

Use Type SB because rock is assumed by default

6.

Which soil profile type most likely corresponds to shear wave velocity greater than 1500 m/s for the top 30 m?

a)

SA classified as hard rock

b)

SB classified as rock layers

c)

SC classified as very dense soils

d)

SD classified as stiff soil profile

7.

Which provinces are primarily in Seismic Zone 2, affecting the assigned seismic zone factor Z for structures located there?

a)

Palawan, Sulu, Tawi-Tawi provinces

b)

Luzon, Visayas, Mindanao regions

c)

Cordillera, Caraga, Bicol regions

d)

Metro Manila, Cebu, Davao cities

8.

A fault with maximum moment magnitude M between 7.0 and 8.4 would be classified as which seismic source type?

a)

Type C low-activity faults

b)

Type A high-activity faults

c)

Subduction sources only

d)

Type B intermediate faults

9.

A high-rise hospital is 1.8 km from a major fault in Zone 4. What is the recommended design action regarding site response?

a)

Reduce near-source factor due to building importance

b)

Use generic spectrum without modification

c)

Ignore near-source factors beyond 2.0 km

d)

Obtain site-specific elastic design response spectrum

10.

For Seismic Source Type A in Zone 4, which Na value applies at a closest distance less than 2 km?

a)

Na equals 1.2 for Type A, 5 km

b)

Na equals 1.0 for Type C, <2 km

c)

Na equals 1.3 for Type B, <2 km

d)

Na equals 1.5 for Type A, <2 km

11.

Which feature distinguishes a Bearing Wall System from a Building Frame System?

a)

Complete space frame supports gravity loads

b)

Walls or braces carry most gravity loads

c)

Lateral resistance only by moment frames

d)

No lateral resistance is required

12.

In a Dual System, what minimum portion of design base shear must moment-resisting frames resist independently?

a)

More than fifty percent

b)

Twenty percent of base shear

c)

Ten percent of base shear

d)

At least twenty-five percent

13.

Which statement best defines a Cantilevered Column System in structural engineering?

a)

A system with outriggers for overturning moment control

b)

A system using cantilevered column elements for lateral resistance

c)

A system using braced frames for vertical load transfer

d)

A system relying on shear walls for torsional resistance

14.

Which condition permits using the static lateral force procedure for an irregular structure?

a)

Occupancy Category I in Seismic Zone 4

b)

Upper portion period twice the lower portion period

c)

Height not exceeding five stories or 20 m

d)

Average storey stiffness ratio lower to upper less than 1